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Preliminary Plat Full Set
NOTES PRELIMINARY PLAT FOR PLAT LEGEND DEVELOPMENT FEATURES COMMERCIAL OPEN SPACE C-G ZONING ZONE C-G AREA 6.33ac EXISTING- RUT, R-1 & R-15 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. CD B LAYD E N SUBDIVISION -� a 0 < PROPOSED FIRE HYDRANT ACREAGE PARK 13821sgft OR 0.32ac PROPOSED-R-40, R-15&C-G � T 50% BUFFER STRIP 3144sgft OR 0.07ac 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD = w a:::+ STREET LIGHT TOTAL PARCEL-24.98 ACRES USEABLE OPEN SPACE 16965sgft OR 0.39ac-6.2% ZONE. REFERENCE FIRM PANEL 16001 CO140J REVISED JUNE 19, 2020. LOCATED IN THE NE 1/4 OF •— Z SEWAGE DISPOSAL Common Lots i Z 3 2726 EXISTING CONTOUR LOTS MERIDIAN CITY SEWER SECTION 28 T.4N., R.1W., B.M. Q� TOTAL LOTS-37 PARKING (MULTIFAMILY AREA) 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, Lot Area Type MERIDIAN ADA COUNTY IDAHO Z RIGHT-OF-WAY LINE APARTMENTS 312 UNITS TOTAL STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET BLOCK 1: Lot 1:COMMON 15681 OPEN SPACE � 2023 � � TOTAL DWELLING UNITS-335 WATER SUPPLY ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT •� a LOT LINE BUILDABLE LOTS- 72- 1 BED, 180-2BED, 60-3BED = 312 UNITS MERIDIAN CITY WATER EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 BLOCK 2: Lot 1:COMMON 1191 END CAP APARTMENT- 1 LOT-312 UNITS I _ GRAVITY IRRIGATION LINE REQUIRED SPACES: PER TABLE 11-3C-6 (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE BLOCK 2: Lot 7:COMMON 1932 PATH Z SF RESIDENTIAL- 1 EXISTING NPLATTE W TOWNHOUSE-22 LOTS-22 UNITS 1 BED UNITS REQUIRE 1.5 SPACES/UNIT WITH 1 CITY OWNERS SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND CG w 5 5 EXISTING SEWER LINE LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A BLOCK 2: Lot 12:COMMON 1707 PATH FAIRBOURNE � W Q COMMERCIAL-2 LOTS COVERED MERIDIAN CITY COREY BARTON W 2 OR 3 BED UNITS REQUIRE 2 SPACES/UNIT WITH 1 PUBLIC STREET. BLOCK 2: Lot 17:COMMON 1481 END CAP SUB. NO 2 PUMA SUBDIVISION Z w s S PROPOSED SEWER LINE COMMON - 11 LOTS OPEN DOOR RENTALS LLC Np� �_ _ o EXISTING WATER LINE COVERED SCHOOL DISTRICT 1977 E OVERLAND ROAD BLOCK 3: Lot 1:COMMON 1481 END CAP W. CHINDEN I BLVD ■� Y W W DENSITY 4 PLUS BED UNITS REQUIRE 3 SPACES/UNIT WITH 2 MERIDIAN, ID 83642 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE _ Z o co COVERED WEST ADA APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE BLOCK 3: Lot 12:COMMON 1739 ENDCAP — W � W W PROPOSED WATER LINE OVERALL DENSITY DU/ACRE- 13.41 J m GUEST PARKING 1 PER 10 DWELLING UNITS BLAKE MAYES OF THE BUILDING PERMIT. PRESSURE IRRIGATION LINE BLOCK 4: Lot 1:COMMON 12362 OPEN SPACE - - ' N Ld P' P' FIRE DISTRICT 1420 W WASHINGTON ST —� STORM DRAIN LINE OPEN SPACE R-15 72- 1BR x 1.5= 108 WITH 72 COVERED MERIDIAN BOISE, ID 83702 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH BLOCK 5: Lot 5:COMMON 38955 BUFFER LUHRV m ZONE R-1 5 AREA 4.32ac 180-2BRx2 = 360 WITH 180 COVERED LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF BLOCK 5: Lot 7:COMMON 13821 PLAZA OPEN SUBDIVISION TRIL=NO. ROAD CENTERLINE TABLE 11-3G-3 MIN OPEN SPACE REQUIREMENT 60-3BR x 3= 180 WITH 60 COVERED IRRIGATION DISTRICT DEVELOPER THE SETTLERS IRRIGATION DISTRICT. - - FOR ZONE R-15 IS 15% REQ. GUEST PARKING -31 BLOCK 5: Lot 10:COMMON 6278 BUFFER O ROLLED CURB/GUTTER AND SIDEWALK USEABLE OPEN SPACE REQUIRED-0.65ac- 15% TOTAL REQUIRED-679 WITH 312 COVERED NAMPA MERIDIAN IRRIGATION DISTRICT TRILOGY DEVELOPMENT, INC. 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE S\ONAL FN USEABLE OPEN SPACE-0.86 ac- 19.9% TOTAL SPACES PROVIDE-693 BOISE, W CABLE CAR ST PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. \sTF c��L EXISTING EDGE OF PAVEMENT TOTAL COVERED PROVIDED: 39x8=312 BOISE, ID 83709 i �Q) ��G R�.o t0 NEW EDGE OF PAVEMENT HANDICAP SPACES- 14(14 REQUIRED) 7. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION PROJECT a N MULTI-FAMILY OPEN SPACE R-40 ENGINEER HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. COMMON LOTS WITHIN THE ssoOosf LOT NUMBER DAVID A. BAILEY, P.E. SITE DPI T mu ZONER-40AREA16.71ac SUBDIVISION ARE: LOT 1 OF BLOCK 1, LOTS 1, 7, 12 & 17 OF BLOCK 2, LOTS A .Z 11-3C-6G BICYCLE PARKING 1 BICYCLE SPACE PER BAILEY ENGINEERING, INC. -y Q LOT AREA 312 MULTI-FAMILY UNITS 1119 E. STATE ST., SUITE 210 1 & 12 OF BLOCK 3, LOT 1 OF BLOCK 4, LOTS 2, 4 & 5 OF BLOCK 5. F OF 25 CAR SPACE O BLOCK 7 BLOCK NUMBER MF DENSITY 18.67 679/25=27.16 28 REQUIRED BICYCLE SPACES EAGLE, ID 83616 Q BAINBRIDGE i ��/D A.8 11-4-3-27-B3 PRIVATE OPEN SPACE 8. EXISTING STRUCTURES, EXCEPT AS NOTED, WILL BE REMOVED PRIOR TO � V ' N0. 1 BIKE PARKING PROVIDED: 30 SPACES FLOW ARROW REQUIRED-80sf per unit-on deck for each unit. DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. EXISTING WELLS COMPTONS SUB PROVIDED-82sf per unit, patios and balconies SURVEYOR TO BE CAPPED & ABANDONED PER IDWR SPECIFICATIONS. UNPLATTED NO. 2 U i CHECKED BY: W. ASHTON DR. STREET NAME IDAHO SURVEY GROUP, LLC DAVID A. BAILEY P.E. 11-4-3-27 C3 COMMON GRASSY AREAS MIN 5000sgft 9955, W. EMERALD ST. M DRAWN BY: 11-4-3-27 C4 COMMON OPEN SPACE BOISE, IDAHO 83704 - DAB/DES UNITS OVER 1200sgft REQUIRE 350sgft OPEN (208)846-8570 SURVEY LEGEND UNITS 500-1200sgft REQUIRE 250sgft OPEN 0 UNITS OVER 1200sgft=Osgft PLANNER/CONTACT � � \ 312 UNITS 500- 1200sgft=78,000sgft DAVID A. BAILEY, P.E. BAINBRIDGE 78,000sgft OPEN REQUIRED BAILEY ENGINEERING, INC. SOON L '" FOUND ALUMINUM CAP COMMON OPEN SPACE PROVIDED 79529sgft S GH N0. 3 - 1119 E. STATE ST., SUITE 210 O FOUND 5/8" IRON PIN EAGLE, ID 83616 11-4-3-27-C1 10% OPEN SPACE FOR SITES OVER Sac Q CALCULATED POINT MULTI-FAMILY OPEN SPACE REQUIRED 63644sf OR 1.46ac �\ -- -- -- PROPERTY BOUNDARY LINE MULTI-FAMILY OPEN SPACE PROVIDED 68387 sf OR — - - - -— SECTION LINE 1.57ac-10.75% \ - - - - PRIVATEIV CENTERLINES EAIRBOURNE VICINITY MAP SUBDIVISION N0. 2 UNPLATTED 1 "= 500' ZONE R-8 ZONE R-1 ZONE C-C 1/4* _ _ _ S89'24'50"E 1307.08' N89'25'49"W S.28 1307.40' CHINDEN BL VD. NW W. CHINDEN BLVD. O W � O OR ai O r ((0 Z _ 0 _— —_ _ — — — — _ _ Z _ - -- — — — — — — — — — _ — —_ —_ _ _ — — — _— —— _ — — — — _ — — — — — — — — — — — — -� _ -= —,T�� — — --- — -- — _ -� -� — _— — — — F=_--- �------- _- - - — — — — - - - - - - - - - - - - - � ` - - - - - — \ �— - - - - - - - - - - - - -- - - - -_ — - - - -_— ----------------------------------—�--==----- — — — -------------- -------- --------------- 5 L _ ---- ---------- I ZONERUT �\ / ------------------------------------------------------------------------------------- \ _ —W ELMW )OD DR / / . . . I / _ _ _ _ _ _ _ _ 23s' _ _ _ EMERGENCY IA CESS \ i I NOT A PART _ _ IF ,� � /� � ��I I � W ELMOOD I- / — 20,376 sf I ZONE RUT - - 2534 —2 S0428111201 1 I I / I I 16305 N BLACK CAT RD F _ / SEXTON CRAIC A I II � o I � I i UNPEATTED V � W 1 0 I v I . . I , I . / i � z �71<Q M III I o � 11 / Z I Q I \ ZONE L O � � , - IIIII � o � — � ;� O / ,� � � 5 I 3 77' ��� �i_ � o IBLOCK I o AI \ _ RAMBO - (/ N �111 � I \ \ I ✓ i L� - - I 2535 6 I _ �' I i I / 1 I SUBDIVISION 564,11555 sf IIII I I \ W ' PI1� I I n - - - 0 \I I I II Iz I I I I I e I i II I I I I � (/� I I r r- - - - - - V- / 463' - - - - I r I 181 998 s �i4lI�S` - - I I I , � II BLOCK 51� 11 1 1 I . I L _ _ - - - - - - _ 238_ - - - - _ W. SILVER RIVER DR r � �-- -�- —�- - s2 - -257• - - - �_ III W SALVER RIVER DR 1 I I j N III I I I l l _____---- ---- 00 - — — __ __---______ 0 LOCK 5 \ I c _ _ _ Ill I I - -___ _______________________________________ 1 __— i IIII I I I \ - BLOCK 5 i , \III I D W. WAMBLIN — W. RAMBLIN ce cs _ 313' - - - -T - \ _ --- -------------- - - - - - - — _ ' - + z=_- --_=========_==—_ �-=============_= == --- ---- --- --- ---- ----- --- ---- ---- --- --- --- \ I III Q ----------- --------------- - - - ___ - - - — -� 2536-2537- --------- a �. I -- � I cs I I I J N_ _ W.RAMBLIN DR- - - - � ��\II IIII MB N �`' , � _ � I , p0 o W - - - - - - - - - , - - _ - s2s I I I 1 f Lw o 0 0 0 „ to 9 s 7o s---- AMBLIN ----------- ------------- Q O � O � O � O� O� O � � ®� 3 � 2 1 17 16 53' ---------------- ---------------------------------------- N M � n --- ------ ------- - z O o 15 0 13 1 11 10 ® N 7 "k,1 sf ,24433 s ,2 6^ 4,34466 sf 7 J I�il R DR -------------------------------------------- ----------------------------------------------- 3,517 sf 3,520 sf 3,520 sf ,640 ,640 3,520 sf 3,520 sf ,640 ,640 3,520 9f, f ill O� O� - II I ------------------------------------------------------------------------------------- O 1 53,383 sf o , 14 s16 ,520 sf ,654 ,709 HOME 0 SO428131 200II o 3,315 REMAIN _ I o ZONE R-8 W CHINDEN BEVD B OC 3 Y v v BL CK 2 I 1 �I I 32' 32' 32' 24' 24' 32 32' 24' 24' 2' V >- WEST A D A SCHOOL \ 132' 4' 24' 3 '' `� 32' 24' 24' 2� _ 32` 24' 24' 32' \ III - ALLEY r n z — - �— , ALLEY - DISTRICT \ Iq III - _ _ __- - - - - _ == ===_- == == - - -_ - -_ - - ------------------------------------- ----_==== = _ - - _ _ — — EP IIIIIII I --------------- I ----------------------------------- -= I II II` — 0 I - - - — � �\ I II ---------�-2539�` �� '� ' I I III RAMBO I III _1 � - - - - _ \ ' _ - - � �\ ill i � J COMPTONSJ � � � �\ \ I 11 I I � I I I vI SUBDIVISION SU]BDIVIW-ON NO. 2 \ II 1 00 ZONE RUT— — -- II ONES RUT co ZONE RUT l i i I I i ZONE RUT \ J i\ I i N �+ R1527510060 'll ; R1 52751 00140 j R152�7510020 5120 W. CARRY EN I 5000 W EAI RYLN I� 1 - II r NEUKOM MATTHEW A � j ; OPEN DOOR RIENTAES I ill i 1 6045 N BEA�� -C \� -RD �� III N LLC \ I I OPEN DOOR RENTALS �5�9 I; 1I 1 'I Iz DATE: LLC !I, I 10-24-2023 PROJECT: C2020-009 60 0 30 60 120 SHEET SCALE IN FEET 1"=60' NOTES PRELIMINARY PLAT FOR = PLAT LEGEND DEVELOPMENT FEATURES COMMERCIAL OPEN SPACE C-G ZONING ZONE C-G AREA 6.33ac EXISTING- RUT, R-1 & R-15 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. ., Q 0 .0, { PROPOSED FIRE HYDRANT ACREAGE PARK 13821sgft OR 0.32ac PROPOSED- R-40, R-15&C G B LAYD E N SUBDIVISION ,� N T TOTAL PARCEL-24.98 ACRES 50% BUFFER STRIP 3144sgft OR 0.07ac ° 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD �_ CD W 2 STREET LIGHT USEABLE OPEN SPACE 16965sgft OR 0.39ac-6.2/° SEWAGE DISPOSAL ZONE. REFERENCE FIRM PANEL 16001 CO140J REVISED JUNE 19, 2020. Common Lots LOCATED IN THE NE 1/4 OF z ;zb EXISTING CONTOUR LOTS MERIDIAN CITY SEWER SECTION 28 T.4N., R.1W., B.M. 4) Z PARKING (MULTIFAMILY AREA) 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, Lot Area Type MERIDIAN ADA COUNTY IDAHO 4) Z RIGHT-OF-WAY LINE TOTAL LOTS-37 APARTMENTS 312 UNITS TOTAL STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ' ' _ TOTAL DWELLING UNITS-335 WATER SUPPLY ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT BLOCK 1: Lot 1:COMMON 15681 OPEN SPACE 2023 or a LOT LINE BUILDABLE LOTS- 72- 1 BED, 180-2BED, 60-3BED = 312 UNITS MERIDIAN CITY WATER EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 BLOCK 2: Lot 1:COMMON 1191 END CAP APARTMENT- 1 LOT-312 UNITS NPLATTE I = CD SF RESIDENTIAL- 1 EXISTING GRAVITY IRRIGATION LINE REQUIRED SPACES: PER TABLE 11-3C-6 (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE BLOCK 2: Lot 7:COMMON 1932 PATH Z 1 BED UNITS REQUIRE 1.5 SPACES/UNIT WITH 1 CITY OWNERS SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND W GC w 5 5 EXISTING SEWER LINE TOWNHOUSE-22 LOTS-22 UNITS LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A BLOCK 2: Lot 12:COMMON 1707 PATH FAIRBOURNE � W z COMMERCIAL 2 LOTS COVERED MERIDIAN CITY COREY BARYON W 2 OR 3 BED UNITS REQUIRE 2 SPACES/UNIT WITH 1 PUBLIC STREET. BLOCK 2: Lot 17:COMMON 1481 END CAP - SUB. NO 2 I PUMA SUBDIVISION Z o s s PROPOSED SEWER LINE COMMON - 11 LOTS OPEN DOOR RENTALS LLC NPL/�TTE w EXISTING WATER LINE COVERED SCHOOL DISTRICT 1977 E OVERLAND ROAD BLOCK 3: Lot 1:COMMON 1481 END CAP W. CHINDEN I BLVD. ■� Y �_ DENSITY 4 PLUS BED UNITS REQUIRE 3 SPACES/UNIT WITH 2 MERIDIAN, ID 83642 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE - _ _ Z o M COVERED WESTADA APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE BLOCK 3: Lot 12:COMMON 1739 ENDCAP W W W PROPOSED WATER LINE M o OVERALL DENSITY DU/ACRE- 13.41 J m _ GUEST PARKING 1 PER 10 DWELLING UNITS BLAKE MAYES OF THE BUILDING PERMIT. PRESSURE IRRIGATION LINE BLOCK 4: Lot 1:COMMON 12362 OPEN SPACE - - ? NLj P' P' FIRE DISTRICT 1420 W WASHINGTON ST STORM DRAIN LINE OPEN SPACE R-15 72- 1BR x 1.5= 108 WITH 72 COVERED MERIDIAN BOISE, ID 83702 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH BLOCK 5: Lot 5:COMMON 38955 BUFFER LUHR V m ZONE R-15 AREA 4.32ac 180-2BR x 2 = 360 WITH 180 COVERED LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF BLOCK 5: Lot 7:COMMON 13821 PLAZA OPEN SUBDIVISION TRILOGY N0. 1uii ROAD CENTERLINE TABLE 11-3G-3 MIN OPEN SPACE REQUIREMENT 60-3BR x 3= 180 WITH 60 COVERED DEVELOPER THE SETTLERS IRRIGATION DISTRICT. -FOR ZONE R-15 IS 15% REQ. GUEST PARKING -31 IRRIGATION DISTRICT BLOCK 5: Lot 10:COMMON 6278 BUFFER O ROLLED CURB/GUTTER AND SIDEWALK USEABLE OPEN SPACE REQUIRED-0.65ac- 15% TOTAL REQUIRED-679 WITH 312 COVERED NAMPA MERIDIAN IRRIGATION DISTRICT TRILOGY DEVELOPMENT, INC. 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE - �S�ONAL FNG USEABLE OPEN SPACE-0.86 ac- 19.9% TOTAL SPACES PROVIDE-693 9839 W CABLE CAR ST III EP EXISTING EDGE OF PAVEMENT BOISE, ID 83709 PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. o�`� �G\STER� ��F TOTAL COVERED PROVIDED: 39x8 =312 I a� Q- � c� EP NEW EDGE OF PAVEMENT HANDICAP SPACES- 14 (14 REQUIRED) ENGINEER 7. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION PROJECT ��j Q, LOT NUMBER MULTI-FAMILY OPEN SPACE R-40 DAVID A. BAILEY, P.E. HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. COMMON LOTS WITHIN THE SITE fr1S7RI�Td ZONE R-40AREA 16.71ac SUBDIVISION ARE: LOT 1 OF BLOCK 1, LOTS 1, 7, 12 & 17 OF BLOCK 2, LOTS ' 11-3C-6G BICYCLE PARKING 1 BICYCLE SPACE PER BAILEY ENGINEERING, INC. � - s,soosr LOT AREA 312 MULTI-FAMILY UNITS 1119 E. STATE ST., SUITE 210 1 & 12 OF BLOCK 3, LOT 1 OF BLOCK 4, LOTS 2, 4 & 5 OF BLOCK 5. TF of 25 CAR SPACE - O BLOCK 7 BLOCK NUMBER MF DENSITY 18.67 679/25=27.16 28 REQUIRED BICYCLE SPACES EAGLE, ID 83616 - Q BAINBRIDGE I ��/D A.B 11-4-3-27-B3 PRIVATE OPEN SPACE 8. EXISTING STRUCTURES, EXCEPT AS NOTED, WILL BE REMOVED PRIOR TO V I FLOW ARROW REQUIRED-80 sf per unit-on deck for each unit. BIKE PARKING PROVIDED: 30 SPACES SURVEYOR DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. EXISTING WELLS COM OTP NS SUB Y N0. 1 PROVIDED-82sf per unit, patios and balconies TO BE CAPPED & ABANDONED PER IDWR SPECIFICATIONS. UNPLATTED NO. 2 U I CHECKED BY: W. ASHTON DR. STREET NAME IDAHO SURVEY GROUP, LLC � I I DAVID A. BAILEY P.E. 9955, W. EMERALD ST. 11-4-3-27 C3 COMMON GRASSY AREAS MIN 5000sgft M DRAWN BY: 11-4-3-27 C4 COMMON OPEN SPACE BOISE, IDAHO 83704 P LAN SHEET NDEX - DAB/DES UNITS OVER 1200sgft REQUIRE 350sgft OPEN (208)846-8570 SURVEY LEGEND UNITS 500-1200sgft REQUIRE 250sgft OPEN 0 UNITS OVER 1200sgft= 0sgft PLANNER/CONTACT � � \ 312 UNITS 500- 1200sgft= 78,000sgft DAVID A. BAILEY, P.E. 78,000sgft OPEN REQUIRED BAILEY ENGINEERING, INC. SHEET DESCRIPTION SOVTM"" x„N BAINBRIDGE FOUND ALUMINUM CAP COMMON OPEN SPACE PROVIDED 79529s ftO(JG""�"' NO. 3 g 1119 E. STATE ST., SUITE 210 P P LAY - PRELIMINARY PLAT ® FOUND 5/8" IRON PIN EAGLE, ID 83616 11-4-3-27-C1 10% OPEN SPACE FOR SITES OVER 5ac 0 CALCULATED POINT MULTI-FAMILY OPEN SPACE REQUIRED 63644sf OR PP - I - PRELIMINARY INDEX , VICINITY MAP, NOTE 1.46ac PP -2 - LOT AND CURVE TABLES PROPERTY BOUNDARY LINE MULTI-FAMILY OPEN SPACE PROVIDED 68387 sf OR --- - -- - -- -_ SECTION LINE 1.57ac-10.75% PP -3 - PRELIMINARY ENGINEERING PP -4 - PRELIMINARY SEWER PROFILES PP -5 EXISTING CONDITIONS, SURVEY I EAIRBOURNE PP - 6 - ADJACENT PROPERTIES SUBDIVISION N0. 2 VICINITY MAP UNPLATTED 1 "= 500' ZONE R-8 ZONE R-1 ZONE C-C 1/4( -2L� S89'24'50"E 1307.08' N 89'25 49 W - - - -- -- - -- --- -- - -- --- -- -�-�- --- -- - -may - --- -- ^- ' - - - _ __ ___ __ __ ___ CHINDEN BL VD. 1307.40' W w W. C� INDEN BLVD. VD. - �lo - m °' o -,0 N89.25'20"W 1 o (o ° 0 1142.27' S89.25'20"E - ZI _ -______ - -_- - - -_-_- - - - - _ - - - - - - - -_ Z - - -- - 150.00' r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ -1� -r - -- - ----- - -- - _ _=- =__ - __ - _ - - -- - - - - - _ - - - ---- -- -- -�-� - - - - - - - - - - - - - _-�- - - - - - - - - - - - - - - - -= J - - -___ - - - - ___ - = - - -- - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - I ------- -- -- - - 5, ---- ---------Ev - I I I \ J Lr // 11 hh --------------------------------------------------------------------------------------� ZONE RUT - - , PIPIPIPIP{P P PPPP P PIP P PIP P P PIP �P P PIP PIP PiP PPPP PIPIP PiP{PIP{PIP P P �1= +PiP}p ppp�p dP P P PIPIPIPIP PP P P P PIP PIP P P PIP PIP P P PIPIP P P PIP PIP P P PIPIPIP �/ 179' f f f f f f L - - _ �I I v { LI 1T �I f f f �I U, rt-r-I-t-rrt-r -rl-t-r 1r rt-rl-t-rrt-r�l Lrt-r-I-t-ram-r -+-I- r 11 -r-I- r r--r --r-I-t-r -r --r--t-r--r -' NO 39 27 E _ _i!/ ELMWOO _ _ o _ P _ _ _ _ _ _ I MOT A PART Z • - o _ �_ _ _ ��_ o -_ 23s' _ _ _ EMERGENCY IA CESS \ _Lo o I Ld 260.5T P W ELMOOD o -P I I+ I`I Iy Iy g I �p p Iy ,,y 1 �+X` I` I` Iy p� I` I` I`�-'- \ , I -P DAYCARE I �` \ \ P - LIJ P}P PiP P}PIP}P P %� iPl i PiP Pip -'J (7 iP PiP P}P P}P P fP P}PIP}PIPIPIP}P I I i i i I i i i - �- - ii iii iii / I I P PIP PIP PIP P P P P P P P P P P P P1 , P P PIP 1 PIpip IP 1 PIP OOOSf y1 pt 1 T 1 1 T 1 I - OUTDOOR P _ I\ P P 000u00 P - - - - - - - 000000-=-i-P-- / - - - - - - - - 000��� - - - - -� T - -P PLAY A @D'AYCARE j \ - I �� P P P I/ - _-_ _20,376 sf I ZONE RUT , c� p mIo O �O P I P I o- ! 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I A_A4 �1 ♦ � - - V �y� � Ci9 'r� IT 629' - - R� Q 1 f I53 628.63 I I �' a oo' 6 5 4 o b o __________�____________ O O O 1 -------------------------------- ------------- --- � 3 a 5 4 � 3 � RAMBLIN DRI I ------------ - �,.0°• 0 0 17 16 0 15 0 13 I 1 ® 7 ,168 sf, ,243 .286 s 4,346 sf M 7 I�il I I ------------------------- (� 3,517 sf 3,520 sf 3,520 sf ,640 640 3,520 sf 3,520 sf ,640 640 3,520 s9f, f 41 O- 0� 0 1 1 10 709 s3,772 s�f E0Ri1GG --------------------------------------------------------------------------- ------------------------ Z 424 401 s 0 sf ,654 ' I 0 I / 3 ^ I 1 s$,383 sf 3,315 Is16 5 S0428131200 110.38' O o HOME To .� W CHINDEN BLVD I JI REMAIN O 1 III I o B �C 3 BLOCK 2 ZONE R-8 � � 32' 32' 32' 24' 124' 32' 32' 24' 24' 2• I Q \ J I (� lo I WEST A D ASCHOOL I b O 32' 4' 24' 3 ' 32' 24' 24' 2' _ 3 24' 24' rp 32' 51'rp R I DISTRICT \ ? - _ - - -__�4LLEY o- -F - dZ0N�432,5 ES_ _ - - _ - L �`--- -_ _ o- - ==N-=- - =_= - - - = = I K PHA III _ - _-_= - - SE 2 IPHA-SE I� L��91 - - - _ I�---- ==-- ---A-N89-1756--w ------------------ -----= N I IIII IIII I - - - 756 W ' - - i III _ - - ---� � � - - _ - ill i I IIII ICI I I - 415.79 I COMPTONSRAMBO _ Q J SU13DI 5-ON NO. 2 vv ; III I 860.18' � �� II ;I vII SUBDIVISION 00 ZONE RUT j 00 ZONE RUT \ I i ZONI�RUT ZONE RUT R1 52751 00)40 \ III I I J 1� IN R1527510060 , ' III \ II II R152\7510020 II Iw L 5120 W. LARRY LN I 5000 W LAI RYLN I� I - II r OPEN DOOR RENTALS I II , I 6045 N BEA�� -C�� -RD III N NEUKOM MATTHEW A jl ; I I ; II I OPEN DOOR RENTALS �s RIII Z LLC \ I I �9 III I DATE: \ I I I LLC !I I 03-18-2023 I I J ! III I PROJECT: C2020-009 60 0 30 60 120 SHEET SCALE IN FEET i:p 1"=60' PRELIMINARY PLAT TABLES FOR I_ M =V R 0 00 2 Curve Table BLAYDEN SUBDIVISION ,a,o � NIs J Curve # Radius Length Chord Bearing Delta LOCATED IN THE NE 1/4 OFUj c1 100.00 39.19 38.94 N12'17'34"E 22.27'07" SECTION 28 T.4N., R.1W., B.M. Z C3 100.00 54.17 53.51 N16'00'06"E 31.02'03" MERIDIAN, ADA COUNTY, IDAHO Z Parcel Table C4 80.00 125.66 113.14 S45.42'04"W 90'00'00" 2023 a Lot Area Perimeter Type C5 300.00 160.90 158.98 S74.31'16"E 30.43'45" Z C6 300.00 248.39 241.36 N82'52'35"W 47'26'22" W Z w BLOCK 1: Lot 1: COMMON 15681 552 OPEN SPACE C7 300.00 90.57 90.22 N82.03'09"E 17.17'50" :oft UJ Uj Q BLOCK 2 Lot 2 7075 366 EXISTING HOME Cs 180.00 66.22 65.85 S80'09'41"W 21'04'47" 0 cc BLOCK 2 Lot 3 4346 336 TOWNHOME C9 180.00 73.36 72.85 N78.55'42"E 23.21'04" W °o co BLOCK 2 Lot 4 3286 322 TOWNHOME C10 334.00 31.41 31.40 N87.11'30"W 5.23'18" J m zw C11 34.00 18.55 18.32 N68'52'12"W 31"5'17" v 0 ROW ROW m BLOCK 2 Lot 5 3243 318 TOWNHOME C12 43.00 18.78 18.63 N65'45'14"W 25'01'20" 76'-0" BLOCK 2 Lot 6 4168 325 TOWNHOME C13 325.00 77.05 76.87 N71'28'25"W 13.34'58" 38'-0" 38'-0" BLOCK 2 Lot 8 3772 301 TOWNHOME C14 76.50 5.93 5.93 S03.17'14"W 4.26'26" i \OAL F WEST PORTION OF RIGHT OF WAY c�S /VG SCHEDULED TO BE CONSTRUCTED BY ��' G\STFR 1i1' BLOCK 2 Lot 9 2709 274 TOWNHOME C15 123.50 34.73 34.61 N09'07'22"E 16'06'43" p FUTURE SUBDIVISION BLOCK 2 Lot 10 2654 270 TOWNHOME C16 275.00 7.32 7.32 N69'17'54"W 1'31'29" 1 -0" 5'-0" 12'-0" 3 12'-0" 5'-0" 1'-015'-0" 15'-0" 3 BLOCK 2 Lot 11 3520 284 TOWNHOME C17 275.00 56.85 56.75 N75.58'59"W 11.50'41" 1.75% C18 275.00 31.87 31.86 N85'13'34"W 6'38'28" t0.25% BLOCK 2 Lot 13 3315 273 TOWNHOME 1' _--2 00% 1' O TF OF C19 275.00 24.02 24.01 S88.57'05"W 5.00'15" D A.g P� ,.,aa,. ..a,1ii,�i�;a�ii`i i,`i i�'%: `i� ii i i iT�T`��`ii>" T`i j,�``;�✓: BLOCK 2 Lot 14 2401 249 TOWNHOME C20 275.00 24.18 24.17 S83.55'50"w 5•02'14" BLOCK 2 Lot 15 2424 250 TOWNHOME EXISTING 4" OF 3/4" MINUS 4" OF 3/4" BASE CHECKED BY: C21 275.00 32.82 32.80 S77.59'34"W 6.50'19" CRUSHED AGGREGATE 5" THICK CONCRETE DAVID A. BAILEY P.E. ' ' „ LEVELING COURSE SIDEWALK ACHD SD 709 BLOCK 2 Lot 16 3383 278 TOWNHOME C22 275.00 5.61 5.61 S73'S9'19"W 1'10'10" ( ) DRAWN BY: EXISTING 20" OF 6" MINUS DAB/DES BLOCK 2: Lot 1: COMMON 1191 249 END CAP C23 325.00 10.64 10.64 S74.2031 W 1'5234 UNCRUSHED AGGREGATE EXISTING SWALE » C24 325.00 32.79 32.78 S78'1015 W 5'46 54 BASE COURSE - EXTEND 1' NEW 3" ASPHALT BLOCK 2: Lot 7: COMMON 1932 280 PATH C25 325.00 24.21 24.21 S83'11'46 W 4'16'07" BEYOND EDGE OF ASPHALT BLACK CAT TYPICAL BUILDING VARIES 26-32' TYPICAL BUILDING " EXISTING 3" ASPHALT BLOCK 2: Lot 12: COMMON 1707 249 PATH C26 325.00 24.04 24.04 S87.26'59"W 4.14'20" TYPICAL SECTION BLOCK 2: Lot 17: COMMON 1481 235 END CAP C27 325.00 6.42 6.42 N89'51'53"W 1'07'55" NOT TO SCALE BLOCK 3 Lot 2 3520 284 TOWNHOME C28 13.00 6.87 6.79 S75.33'53"W 30.16'22" BLOCK 3 Lot 3 2640 268 TOWNHOME C29 31.00 2.11 2.11 S62'22'53"W 3.54'20" 2" CLEAN DRAIN ROCK C30 31.00 10.18 10.13 S73'44'24"W 18'48'42" C-33 SAND FILTER PERVIOUS CONCRETE BLOCK 3 Lot 4 2640 268 TOWNHOME SIDEWALK PATHWAY BLOCK 3 Lot 5 3520 284 TOWNHOME C31 78.00 15.02 15.00 S88.39'46"W 11.02'01" PERVIOUS CONCRETE PERVIOUS PAVERS MAY BE C32 78.00 5.55 5.55 1 N83'46'56"W 4.04'37" USED AS SUBSTITUTION BLOCK 3 Lot 6 3520 284 TOWNHOME P/L P/L WALKWAY BETWEEN FOR PAVERS DEPENDENT C33 31.00 12.29 12.21 N70'23'06"W 22'43'03" 50'-0" BUILDINGS TYPICAL SECTION ON COST & AESTHETICS BLOCK 3 Lot 7 2640 268 TOWNHOME C34 13.00 6.87 6.79 N74'09'45"W 30'16'22" NOT TO SCALE BLOCK 3 Lot 8 2640 268 TOWNHOME C35 123.50 34.09 33.98 S07.12'26"E 15'49'00" BLOCK 3 Lot 9 3520 284 TOWNHOME C36 76.50 14.71 14.68 N04.48'22"W 11'00'52" '-0'5'-0" 18'-0" 18'-0" 5'-0" '-0' BLOCK 3 Lot 10 3520 284 TOWNHOME C37 205.00 83.85 83.27 S78'58'15"W 23.26'09" 16'-0" 16'-0" 1 C38 155.00 63.39 62.95 N78'S8'09"E 23'25'56" SLOPE SIDEWALK 1.75% f BLOCK 3 Lot 11 3517 283 TOWNHOME 0.25% PER ACHD SD 709 BLOCK 3: Lot 1: COMMON 1481 235 END CAP C39 205.00 83.90 83.31 N78'58'37"E 23'26'54" SLOPE 2.00% SLOPE 2.00% �-- -� C40 13.00 6.87 6.79 N75.33'53"E 30.16'22" 2 1/2" ASPHALT BLOCK 3: Lot 12: COMMON 1739 240 ENDCAP C41 31.00 12.29 12.21 N71'47'14"E 22.43'03" 4" OF 3/4" MINUS CRUSHED AGGREGATE BLOCK 4: Lot 1: COMMON 12362 477 OPEN SPACE C42 78.00 20.57 20.51 S89'17'56"E 15'06'37" 4" - 3/4" MINUS GL 5" THICK CONCRETE " " CRUSHED GRAVEL SIDEWALK (TYP.) » BLOCK 5 Lot 6 564155 3308 APARTMENTS C43 31.00 12.29 12.21 S70.2306 E 22.4303 O O 12 OF 6 MINUS PIT RUN (PARKING) 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED o000 BLOCK 5 Lot 8 181998 2432 COMMERCIAL C44 13.00 6.87 6.79 S74'09'45"E 30*16'22" PAVEMENT: SP-3 GRAVEL (COMPACTION REQUIRED) o 0 0.50 INCH (1/2") EXTEND GRAVEL AND PIT C45 275.00 83.02 82.71 N82.0309 E 17.1750' MIX, PG 58-28 RUN 6" PAST CURB. (TYP.) PARKING LOT BLOCK 5 Lot 9 20376 586 DAYCARE C46 325.00 269.09 261.47 S82'52'35"E 47'26'22" STANDARD ROLLED SECTION BLOCK 5: Lot 5: COMMON 38955 2296 BUFFER 50 RIGHT-OF-WAY CURB & GUTTER (TYP.) AS PER C47 275.00 83.94 83.62 S67'S4'04"E 17'29'21 TYPICAL STREET SECTION ACHD SD 702 NOT TO SCALE BLOCK 5: Lot 7: COMMON 13821 518 PLAZA OPEN C48 43.00 24.13 23.82 N87'16'33"E 32.09'26" NOT TO SCALE 13" - 6" MINUS PIT RUN BLOCK 5: Lot 10: COMMON 6278 429 BUFFER C49 34.00 14.42 14.32 N83'21'00"E 24'18'20" C50 266.00 25.02 25.01 S87.11'30"E 5*23'18" C51 15.00 17.99 16.93 N56'20'11"E 68'43'46" C52 15.00 1.13 1.13 N19.48'31"E 4*19'33" C53 93.00 115.54 108.25 N53.14'14"E 71*10'59" P/L P/L C54 15.00 23.11 20.89 N44.41'24"E 88*16'39" 47'-0, WIDTH PER PLAN C55 155.00 10.70 10.70 S83.37'17"W 3.57'21" 7'-0" 33'-0" 7'-0" TOOLED JOINT 1" BATTER C56 155.00 13.80 13.80 S88'09'01"W 5-06'07" 2'-0" 16'-6" 16'-6" 51_0 2'-0" -as no u-� 1.75% f.25% SLOPE co 00 Z f 0.25% 2 -0 14'-6" 14'-6" 2 -0 x 1.75% f 0.25% K x x p x x °x x x �x x x d 1: x x x xp x x xp xx x x x �xxx x px xxx x 2% 2% ~ 808 x >«x x xx x x *xx x v x x x xx xx v x x xx v x x ASPHALT PAVEMENT N x xx x x x SLOPE PER PLAN o 4" OF -3/4" BASE 4" OF -3/4" BASE xx x x �y 4' WIDE 5" THICK 4' WIDE 5" THICK o x x x x 0 CONCRETE SIDEWALK STANDARD 2" OF 3/4" MINUS �' y,x x W 2Y2" ASPHALT PAVEMENT CONCRETE SIDEWALK (PER CRUSHED GRAVEL x x x x N o (PER ISPWC SD 709) ROLLED CURB & ISPWC SD 709) � 6" -3/4" AGGREGATE BASE UNDER CURB 4" -3/4" AGGREGATE BASE GUTTER (TYP) 12" -6" PIT RUN AS PER NAMPA � z ISPWC SD-702 SOD THICKENED EDGE SIDEWALK DETAIL V / 47' RIGHT-OF-WAY -NTS- M\N TYPICAL STREET SECTION I ' I z U NOT TO SCALE 1� GRADED AWAY \N\514 - 0 FROM STRUCTURE TOWARDS PARKING SIDEWALK CONNECTION EX I BETWEEN SIDEWALK CROWN= U(I & STRUCTURE -c(P q f 100' ROW e �0 EX EP EP 35'- 0" PARKING AREA GRADED AINBY � o I , I FROM STRUCTURE GRADING DETAIL ONLY VARIES VARIES VARIES VARIES w TOWARDS PARKING - SUBSURFACE VARIES 6 FOUNDATION FOR GRAVEL REFERENCE ONLY \ SIDEWALK SHOULDER �f4' MAX3.1 MgX3.7 �� YYYYYYYYYYYYIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIYYYYYYYYYYIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SECTION 1 1-3H-4-2-D2 0 EXISTING CHINDEN BLVD SECTION 10' WIDE EXISTING SIDEWALK THE TOP OF BERM OR BERM AND WALL COMBINATION SHALL BE A MINIMUM OF J 10' HIGHER THAN ELEVATION AT CENTERLINE STATE HIGHWAY FINISHED FLOOR SIDEWALK WIDTH ELEVATION AS NOTED 3'-0" TYP W PARKING AREA �- _- � .. �6" MIN CONCRETE REVEAL W/ CUT-OUTS AT ENTRANCE(S) TYPICAL CHINDEN BLVD SECTION WITH W LANDSCAPE BERM SIDEWALK BUILDING ELEVATION RELATIONSHIP NOT TO SCALE e �.., -NOT TO SCALE 0- V O 0 W j Q J DATE: 03-19-2023 60 0 30 60 120 PROJECT: C2020-009 SCALE IN FEET SHEET 1 19 = 601 P . _M O � PRELIMINARY ENGINEERING PLAN FOR = c BLAYDEN SUBDIVISION ._ � Pco z LOCATED IN THE NE 1/4 OF z SECTION 28 T.4N., R.1E., B.M. 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LARRY LN I OPEN DOOR RENTA�S 1 IIhI11 I 6045 N BLA-CK- -CA-T -R-D— � 11iII II wII n NEUKOM MATTHEW A I IIIII I OPEN DOOR RENTALS `� IIIII hI L� I L_L_C b II I I1 � I IIIII � I L_LC � III II 1 I W 0 1 wm I I I � 11 IIIIIII I I ��I ' I I 'IIIII I I I 1 � W 60 0 30 60 120 e SCALE IN FEET V 1 =60 e 0 Q J W _ DATE: 01-25-2023 PROJECT: C2020-009 SHEET 2550 2550 2550 2550 v p W W N =' EXIST SSMH w PRELIMINARY ENGINEERING = o M E LINE A ssM A6 W 00 Z m STA:2+oo.00 Z 00 = LINE B - v N , STA:9+ 0.44 I 00 00 00 U,, � RIM:2542.41 00 00 B LAYD E N SUBDIVISION �o�A a N s 0) ao Lo M M N . N INV IN: 521.10 8"W M M N ^ ■_ Lu co RIM:25 7.97 ao ao N %N Z • » ISM N ►� N � ^ , N NN � O N ^0) N N � NCON STA:3+6 .02 Z IN IN:2524.83 8��N o ►or�i � � � ►'� �j • � C`! NN m NN Q � M NN � �n Lo � oQp � .. N c0 N N � + ,n • � Qc0 N N � mr N RIM:253 .14 INV OUT:2524.73 8 E °' N N ao Q c° N ~ Q o '`' + '� � ONH < 04 + z0 = � z z0 � '`� �`! = � � z z0 = Nc`n�lz INV IN:2 23.22 8"N = g z 2c0N � � Q z zz � � � z / N � � z z_ z_ NNO_ > INV IN:2 23.22 8 W _ I� N - 0 » cn - Z „ Z 2540 � N� > > N ~ � > > �' �' z z N N - - - � 2540 2540 � � INV OUT 2523.12 $ S 2540 W � - - - - - - -- - - - - - -- - - - - - -- - ----- - - - - - - - --- --- _ _ ---- -- -_- _- ----- - - - - - - - - - - --- - - - - - - _ - _ _ LLA a Z o W ° ° � o zw N lA c,j't m 2530 2530 2530 2530 N A L 230 LF 8 PVC ®0.40 ° c) SS O\srF LNG - � Fa�0 329 LF 8 PVC-®0.40 234 LF C-C) �q TF O F 9 LF 8" PVC 00.40% I g(inLF 8" PVC 00.40 p q g P 166 LF 8" PVC ®0. o% 7 LF C-C) 113 LF " PVC 00.40% 62 LF 8" PVC 00.40% - 66 LF 8" PVC 00149%LF 8' PVC @0.40 2520 7 (117 LF C-C) (66 LF C C) (7 LF C-C) 111 LF C- ) CHECKED BY: 2520 2520 2520 DAVID A. BAILEY P.E. 13+00 12+00 1 1 +00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 2+00 3+00 4+00 4+77 DRAWN BY: DAB/DES SEWER ENE C PROF LE SEWER ENE A PROFILE SEWER LINE D PROFILE SSMH D1 2550 2550 2550 2550 2550 STA:2+76.14 2550 w w INV N:2525.23 8 N 72 SSMH A 0 s 00 00 00 N w INV N:2525.23 8 00 cn STA:14+38. 5 0' � cO cn " 00 � � w 0 z 00 INV UT:2525.13 8 S RIM:2537. 3 m co m c0 r N cfl 00 00 00 SSMH A6 • m � M CR ,n M STA:9+80.44 04 SSMH A11 INV 0 T:2526.96 8 S rn N 0 N 00 'n o � N - Lo N rn m RIM:2537.97 0^0 SSMH B2 r 0 04 STA:15+0 .79 00 � M � "� N C M N N INV IN:2524.83 8 W Q + M Q + MN � Q + N � � r7N S$ H D4 � NUj04 N uim » C-4 RIM:253 .91 � U) z M z rn m N N �o STA:3+67.02 N = � N o = � N - O = � - 0 00N STA:4 23.90 r) ao u) N Nr- to IN U N M RIM:2538.14 Q + ►° IN IN:2527.42 8 N a > M a » m a " » o N c6 RIM:2 37.20 0 + `'� N m+ N INV IN:2524.83 8 N„ + " °0 � 0 INV UT:2527.32 8"W V)IV)iE z NNFEzz NN zz + � _ = r� Nzo = MNZO INV OUT:2524.73 8 E = m N INV IN: 523.22 8 N = N O = c0 N O INV IN:2526.1 8 N g g 2540 N 2540 2540 N N ER Z 2540 254C N > IN OUT:2526.0 8"w > > N_rw z z 2540 INV OUT:2523.12 8 S - 2530 2530 2530 5 LF 8" Pv 00.607. 2530 2530 2530 6 F 8" PVC 00. % 198 LF 8" PVC 0 .60% " I vNw 00.40 . (18 LF -C) L41 " PVC 00. , (45 LF -C) LF 8" PVC ° 58 LF " PVC C0D0.4 % (25 F C-Cd„ 7 LF PVC 00.40% L72 LF 8 PVC 00.40% (62 LF C- ) (91 LF C-C) (76 LF C-C) 27 LF 8" VC 00.40% 2520 2520 2520 . 2520 2520 ( 1 LF C-C) 2520 5+251+00 4+00 3+00 2+00 18+50 18+00 17+00 16+00 15+00 14+00 13+00 6+25+00 5+00 4+00 3+00 2+00 LJJV LJJ V SSMH F8 STA:1 1+06.19 LINE' F N W [RIM:INV2IN 253 .19 8"N z 00 Zco 00 w m z N N INV OUT:25 0.09 8"S 00V,It co z ao 00 °r0 � 00 co obr 00m SSMHF9 z � N � N 04C � c � c0 � STA: 1+31.69 SEWER E E PROFILE t0 OOONIf) NN N NN ^ � N I- 0 006 o � "OcV LMi (DN N 04 'CNN cOrn � RIM: 534.40 0 � N MNL- � O ui � ONN INV IN:2530.38 8 N w � 0 � � cjNzO = NZ Z ZO SSMH 4 �` MN � + � NH " 254QL + Q > > > > > > N - 0 Ln z 2540 2550 2550 2NNZ - zz cn wz z zz RIM:2535. 8 » SSMH F6 = � N - O o m < : > moo- - - » � zz STA:9+93.93 c�n � � » SSMH F10 v�`'i o cn � _ INV I :2528.80 8 W z z cn w N N a z /1 ��� INV 0 T:2528.70 8"E RIM:2535.00 N N - - STA:12+12.69 z z > o _ _ _ / �I - --- --- - _-- - - INV IN:2529.54 8 N RIM:2534.18 -- --- J -- - - -- - - - - - 00 00 a0 � z - --- --INV-OUT:2529_44 8"S INV OUT:2530.87 8"S ,� ,� � - --- - -- --- ----- -- - - - -- �rnUi Ui04 Lri � V N N N U) LoN , � LoN pI- MNN ? 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N N IMi � MN N N + L0 SSMH H2 + z z z + mz z z � � c`! - 0 STA:4+51.69 w N ate » SSMH Ha 2540 254 �-:"i > > > 2540 254CR '� > > > N N � - - STA:7+24.59 N N Fy z z z SSMH 1 N N w z z z INV IN:2529.05 8 N STA:5+08. 3 INV OUT:2528.95 8"SW RIM:2 36.27 L.L RIM:2534. 8 ----- INV OUT•2530. 9 8"S - - - - - - - - - - -- - - - -- INV 0 T:2529.68 8 S ---- - ---- --- - ---- - - - - - - - - - - - - - - - -- - - _ _ Q rl� - 0 Q � J 2530 2530 2530 F 11 ..... 2530 J ° 273 LF -C N LF C-C (212 LF C-C) 309 HORIZONTAL SCALE OF 1" = 50' 4T36 LF 8" PVC 00.40% VERTICAL SCALE OF 1" = 5' (4C LF C-C) 50 0 25 50 100 DATE: 01-25-2023 PROJECT: SCALE IN FEET C2020-009 1"=50' SHEET 2520 2520 2520 2520 2+00 3+00 4+00 5-5909 2+00 3+00 4+00 5+00 6+00 7+09+25 TP P -41 EXISTING CONDITIONS , SURVEY FOR = oN ME BLAYDEN SUBDIVISION co '�RR T �/ W LOCATED IN THE NE 1/4 OF •i z SECTION 28 T.4N., R.1W., B.M. z MERIDIAN, ADA COUNTY, IDAHO = Z 2023 a IRRIGATION ii�L ■ � z_ BOX UJ w TOP=2534.30' ::II W Z 12"RCP(S)INV-2528.53' IRRIGATION BOX W :5 TOP-2537.24' z W 36"RCP SOUTH & WEST 9 W. CHINDEN BLVD. z o M - __ ___ S89'24'50"E 1307.08' _ - - --- -_ - _ _ _ E 1/16 N89'25'49"W W. CHINDEN BLVD. ___ __ _ W mco 695.33' 611.75' - -- --- • --- - - - _ - - _- _ ___ _ � - w 1307.40' T- - - - - - _ _ _ _ _ _ IRRIGATION BOX IRRIGATION BOX r O I --- - -- S.28 2 � - l+I IRRIGATION BOX a I � TOP=2537.34' ♦ + � ;� I TOP=2534.02' - - - - - - _ • TOP=2536.24' " N89 25 20 W I 36"RCP NORTH V v m M of 12"RCP(S)INV-2530.57' o o0 BENCHMARK 00 24"RCP(E)INV=2531.44' 32"RCP(E)TOP=2532.54' 24"RCP N INV-2528.68' M 6"RCP SINV=2531.94' 1142.27 o I ( ) CHISELED 'X' IN BACK OF SIDEWALK to ( ) II 12"RCP(S)TOP=2532.64' S89'25'20"E18" VC INV=2534.00' r: EP- Z P I 12"RCP INV-2530.76' - - ELEV(NAVD88)=2535.60' Z 16"RCP INV-2533.57' 12"RCP INV-2533.37' 24"RCP(W�oP=2532.54' _ _ _ UP- _EP _EP _ - _ _ _ _ _ O 150.009 _ ��� rEP- E EP - -- - - - - - EP__\- - - -- - - --- - - _18_'PVCINV=2534.38' iFNC - TD - -- - - - - - - - - -0= - - - - - - - - - - - - � 99.92'� - - LTJ� - - - - - - -r -_- - - -_ �_ __- _ _ _ _ _ _ _ 200 00 530 46' _ _ _ ---------- - - - - - - - - TU - I ------------------- - - - U - - - - - - - ---- - - - - - - - - - - - - - - - - - IRRI IN X -------------------------- -------- ------------- G c ---------- - ------------ - --- ------ -- - - - �_�_�- ------ , ---- ----------- G __ Tom-- _ --- --� ------------- - - - - - -� ----" ---------------c--� G -----�--_ ----- G G � P(E7TOP 2533.27�� � \ - ------x -x - ;F- - 5--- ------ - -» �----------- ------I, nczz nr r �--------------------- ------------------------------- [�l� mu -' (2)PVC RISERS / / - \ / \ I1�B �� E7�7' --------------- ----------- i IRRIGATION BOX I TOP=2538.70' I O�TF OF 1 / FOUNTAIN / I�I I \ / III 18"RCP(W)INV=2530.69' q�ID A B / \ / NO'39'27"E I / / - w \ / IIII / SEWER MANHOLE \ II I / o RIM-2540.21' CHECKED BY: 260.57' v I I // //�� IIII \\ / v v (0 // IIII I INV-2521.82' DAVID A. BAILEY P.E. 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