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CC - Preliminary Plat Revised � o (06 ' o W o 002 Lip V r l o U) is _ N Q X W � Wcc Uj Z - rr � W Imo- cc ° W T,4N R,lW SEC. 27 �� ;. Q Q z _ � � r ox Z z > V cc 0 LU MERIDIAN ADA COUNTY IDAHO c� U) Mt �_ co 50.0' 48.0' 30.0' z W M Z 47.0 EXISTING RIGHT-OF-WAY MINOR ARTERIAL Y2 RIGHT-OF-WAY , W a: coo J 2.0' 5.0' 16.5' 16.5' 5.0' 2.0' 3.5' 5.0' 16.5' 48.5' S.0' 2.0' 20.0' _ t Q w �Q 0 o Y APPROX. 14.0' APPROX. 12.0' Y o SIDEWALK 5.0' 10.0' 10.0' 5.0' w a, EASEMENTs. LU U N W :0 o Q 0 o Q o� EXISTING PAVEMENT EXISTING Q or w w 1 • �_ " LU 3ar- �a� wof I PAVEMENT Lich I Q Q * Z _ _ :_ N Ujw I Liwo �w�o MIN. 2.0 9Ld0 N N w N N a_U) SAWCUT VARIES t1.75% z z -- "~' co _ f 1.75% -i t 1_75► 2% 2% f�5% VA I (- g f% 27. °D f ' ` P, J LOG ION a PERA PLACE SUBDIVI SION P R IMINAR EL Y PLAT ROLLED CURB - ROLLED CURB AND GUTTER RIBBON CURB AND GUTTERcu 14" PIT RUNIV2" PER ACHD SEE DETAIL y U PER ACHD 2Y2" SP-3, 0.50 INCH (Y2") MIX THIS SHEET SP-3, 0.50 INCH (Y2") MIX SD-702 2Y2" SP-3, 0.50 INCH (Y2") MIX PG-5828 SD-702 * PG-5828 PG-5828 t r � *14" PIT RUN 4" 3/4" CRUSHED AGGREGATE BASE 10 PIT RUN ti CU d 4" %" CRUSHED AGGREGATE BASE *OR MATCH EXISTING, WHICHEVER IS GREATER 4" 3/q" CRUSHED AGGREGATE BASE _ C TYPICAL STREET SECTION W DAPHNE ST. STREET SECTION N BLACK CAT ROAD HALF STREET SECTION TYPICAL SHARED DRIVEWAY SECTIONLU -NTS- -NTS- -NTS- -NTScul - �� _ E o 3 C ICENZA COM ONS SUB NO. 4 NOTES: VICINITY MAP BOOK 1 PAGE 17790 SCALE: 1"=500' E o cc 00 S89'34'42"E 291.8 1. CURRENT ZONING IS R-4 AND COUNTY, RUT. 0 y o `o.i a` 0 ' 214' 2. PROPOSED ZONING IS R-8. a 1 N 3. SANITARY SEWER WILL INTERCONNECT WITH CITY SEWER IN N SEPINO AVE. LINE TYPES: SYMBOLS: Ln W 4. THE WATER SYSTEM WILL INTERCONNECT WITH THE CITY WATER MAIN IN N SEPINO AVE N � ap `� �. EXISTING CURB & GUTTER OS EXISTING SANITARY SEWER MANHOLE O I� Ir- I � AND APPROVED BRODY SQUARE SUBDIVISION. ❑ co N Z: �' I BOCK 1 2 •dam, 5. IRRIGATION WATER WILL BE SUPPLIED BY SETTLER'S IRRIGATION DISTRICT AND DELIVERED CONSTRUCT CURB & GUTTER O INSTALL SANITARY SEWER MANHOLE ti m N 5,38 "�` �s BY AN IRRIGATION PUMP STATION AND RESERVOIR SYSTEM. � L� I EXISTING TREE 6. ALL LOTS HAVE A 5 FOOT UTILITY EASEMENT ON THE SIDES, A 10 FOOT UTILITY S EXISTING SANITARY SEWER © EXISTING GRAVITY IRRIGATION MANHOLE 0 0 Q o VIC ZA COMMO S SUB NO. 2 EASEMENT ON REAR LOT LINES, AND A 10 FOOT UTILITY EASEMENT IN THE FRONT. ^ o Y a_ 1 INSTALL SANITARY SEWER MAIN (� INSTALL GRAVITY IRRIGATION MANHOLE VJ Ld BOOK 1 17 P GE 17794 7. LOTS 1, 8, 9, 11 AND 20 BLOCK 1, AND LOT 10 BLOCK 4 WILL BE OWNED AND S 7 0 w N -A � MAINTAINED BY THE HOME OWNERS ASSOCIATION (HOA). INSTALL SEWER SERVICE ©D EXISTING STORM DRAIN MANHOLE Q L aj U Z 7 1 F 71736 SIF t� 8. ALL STORM DRAINAGE FACILITIES SHALL BE OWNED AND MAINTAINED BY THE HOA. s VLT 18 1.65 �� �� 1 V C E N Z COMMON SUB N 0. 2 S D EXISTING STORM DRAIN ®D INSTALL STORM DRAIN MANHOLE E 0 O ^ C MMON/OPEN SPACE S, BO K 117 PA E 17794 Q (L z S SD INSTALL STORM DRAIN MAIN ® EXISTING VALVE M m ® 36.0' i S�0 �SO� co W EXISTING WATER MAIN ® INSTALL WATER VALVE a - - - r48.0' 588*11'16"E 8 6. 1 i0 W INSTALL WATER MAIN N INSTALL IRRIGATION VALVE Q Z �Q �Lg, - IV J/T APPROXIMATE JOINT TRENCH © EXISTING WATER METER W Z om N89 06 13 W 311.32 " 1 -I I 1 I _I I BLQC 12 VICENZA COMMONS SUB N44'19 25 W �1 _I 42.58' I �b 2539J U 1 I O 1 I I� I + I 1 I BOOK 1 14 PAGE 17014 PI EXISTING PRESSURE IRRI. ® INSTALL WATER METER S -- - N� SF-J L 7961 SF J L 77�s�� J L �F.�.S �� J L I I00 I O I ® I N PI INSTALL PRESSURE IRRI. MAIN © EXISTING BLOW-OFF VALVE G� Q 0.18 p•18 p $ 07 o 18780 SF I I 13037 SF 11 14 F I N J U W L_ '20- J L_ - ,0_3 p•2 I J IRR EXISTING GRAVITY IRRIGATION ® INSTALL BLOW-OFF VALVE W a BENCHMARK Y I 0 SET SPIKE U r� - - - o PRIVATE SHARED DRIVEWAY o I IRR INSTALL GRAVITY IRRI. MAIN EXISTING FIRE HYDRANT li EL. 2541.22 g ;.� �; PHILOMENA CT. - - o o I O meq Q ;m m 42 F- �� - -1 F- - - I LOT LINE INSTALL FIRE HYDRANT o NAVD 88 DATUM � �� �- - � � r �71 65 65 65 65 65 I 22277 SF Z 449- .I . r - - _l r - - 7 F- - - 0.51 \ -- -- BOUNDARY PHASE LINE STORM WATER FLOW Uj ' UNPLATTED o. `� O 1 1 O 13I O I �I 5 e�' I N I 6030 SFI 12 I cep 13 I cep 14 I cep- C5) I cep- 16 I quo- 17 p I 6 1 1 O 1 / a I I I I I I I I I I I I `I I CENTER LINE ��C INSTALL STREET LIGHT PER CITY STD 0. 14 5299 SF 5297 SF 5298 SF 5297 SF 5297 SF 5319 SF 1 8877 SF I I 13566 SF 15' 5 ,ri L -7�H-7 509 F J L - J L_ J L_ - J L_ - J L_ I- ,J- /�/ 19 92 "tr'` ------------------ EASEMENT LINE © EXISTING IRRIGATION PUMP-OUT �m w - 5Q- - - _ rn F- f - -1 - 33Q.5 ' 67.58'- 2547' EXISTING CONTOUR ® INSTALL IRRIGATION PUMP-OUT o B CK 1 1 1 I I 3 58 I I BL 2 I I I I I o z � 23 I � 22 I � 21 I �(2 0) I � 1 g 1 1 ® I O I 10 I 1 1 2550� FINISH GRADE CONTOUR � EXISTING CATCH BASIN INLET Z O I O EP EXISTING EDGE OF PAVEMENT CONSTRUCT CATCH BASIN INLET 0 �707 SFI �495 SFI �496 Sf �497 SFI �498 Sf 7533 SIF 117481 SFI 1 7483 SFI 1 7484 SFI 17574 SF II J L0.13J L0.13 cn 0 I L0.13� L0.13 J Lu.�J I 0.17 J I- 0.17 ® � -J L 0.17 -J I- 0.17 � � 0.i� _I OP EXISTING OVERHEAD POWER � CONSTRUCT PEDESTIAN RAMP � V FO EXISTING FIBER OPTICS 0 #1 P TEST HOLE W/ PERCOLATION TEST / (�> 0 co O AYILLA DR. - - - o_ - - T EXISTING TELEPHONE 0 #1 TEST HOLE m Q a Z Z M M Q i 105 3 9 9 G EXISTING GAS LINE T INSTALL STOP SIGN00 1FT" 0 0 0 t Z - - � �- r - - � - 3, - - � BLACK CAT ESTATES #2 w Boo 4r ^� � � -1. to z 111 o UNPLATTED 6673 SF I - I 5860 SFI A15860 SF I _ �')�� BOOK 32 PAGE 1945 UP INSTALL UNDERGROUND POWER INSTALL STREET SIGN W Q 2 Z L - -9-1� - J L - - 0.13 J I o'O• 6669 SF1 r - 2 � - - L _ J ' L _ _2 O.15 J TOB TOP OF BANK ®® INSTALL 2-PARTY MAILBOX U W W w W O OPEN PACE r 1 8 � r w O J Z _ Lo I `� I I NI I N I 1" TOP TOP OF SLOPE �0* EXISTING TREE J a co W 0 6499 SF 5726 _ `n 5726 SF 'n 6515 SF ¢ EXISTING UTILITY POLE Q� a L - - 0.13 J L �1 J L _ _ �.1.5_ J TOE TOE OF SLOPE L � _ � 1-25= - _ _ _ } r O3 I r r 1 7 � I r - 0 EP EDGE OF PAVEMENT EXISTING UTILITY POLE W/ GUY WIRE Q Z f I 6614 SF 1 1 5836 SFI`� �15836 SIF 1 � 1 6651 SF I M M I 0 L -Q.15_ _ J L - - 0.13 J L �1 _ _ J L - - 0.15 J o EG EDGE OF GRAVEL ❑E EXISTING ELECTRICAL BOX W ~ 1�0��� W 3 Sc SAW CUT LINE 0 r U rg16 a r - � ® p� ❑T EXISTING TELEPHONE BOX M1�603 SIF I Q I .o. INSTALL CLEAN OUT 10 36 SF I I 6661 SF I^ - SWALE FLOW LINE 0.15 X 5 � w - 1.06 1�'- J �I '1' - -t2e0.15' N ooABBREVIATIONS: I r� J X N r 1 " BRG BEARING NF NEAR FACE a BLACK CAT ESTATES 2 �IR593 SIF I V) Q �' Ln I po � ,, , # o 5836 SF DEVELOPMENT DATA L. BOOK 32 PAGE 1945 L 0.15 - J O L - - 0.13 o J0/____ O J L r - 6 � O M L 0.13 _ J Z � 0- - J rL CENTER LINE OP OVERHEAD POWER Q •E - ANNEXATION: REQUIRED � U r u co r 14 1 6 PROPOSED ZONING: R-8 O O 0 Z . 1 6583 SF I I 5836 I�n 3 15836 SIF I 1 66 1 a` i 20 80 24o CURRENT ZONING: R-4 AND RUT CLR CLEAR OPP. OPPOSITE cn -XJ L _ 0.13 J o L 0.13 - - J > - C.15- J 0 40 160 TOTAL LOTS.......................................71 EG EDGE OF GRAVEL P/L PROPERTY LINE >. U 0- O 0 °c 1-g4= _ _ _ „ , BUILDABLE LOTS................................64 Q a a a 07 1 7 r 13 7 SCALE: 1 = 80 TOTAL AREA.......................................16.61 AC � _ - �'� - EL ELEVATION PC POINT OF CURVE U H �_ a ® � 6573 SIF I Lo 5836 SFI� o LI I' RIGHT OF WAY AREA.........................3.15 AC w Z O U a L o. 5_ _ I L - 0.13 J N 0.1 -X J I 66 i 5 F J MINIMUM LOT SIZE ..........................5,297 SQFT. EP EDGE of PAVEMENT PI PRESSURE IRRIGATION a V w LU 8 -2 r - _ - - GROSS LOTS PER ACRE...................3.85/AC - i - �. 1 -I r r NET LOTS PER ACRE........................4.75/AC FF FINISHED FLOOR PT POINT OF TANGENT cc I �I 6439 SIF I 1 C47]L 1 �726 SF 1 u� �I 726 SF �, I AVERAGE BUILDABLE LOT AREA.........6,705 SQFT. LLJ 0- cn N 65 F REQUIRED QUALIFIED OPEN SPACE......72,387 SQFT. (10.00%) FG FINISHED GRADE RT RIGHT - 41 - J 0.13 - - J 0.1 _ QUALIFIED OPEN SPACE SHOWN..........118,055 SQFT. (16.31%) w �I 6590 R27 8r 1 '� 2 9 I 1 1 I r ��� FL FLOW LINE S SANITARY SEWER w 15 5860 SF 5860�SIF �' 2�$ 6752 SF I FS FINISHED SURFACE SD STORM DRAIN o I - - - - - UL -p. NP' - 6 0-1d G.B. GRADE BREAK STA. STATION EXISTING BUILDING AND p P d3 d1l J a } cn �vicrinir_ R��nINr ANn FOUNDATION TO BE - �2 - - - - IRR GRAVITY IRRIGATION TBC TOP BACK CURB p a Z m 4) FOUNDATION TO BE REMOVED AND DISPOSED �rn� Fein REMOVED AND - INV. INVERT TEL TELEPHONE UTILITY BLACK CAT ESTATES #1 co r- N Q a OF OFF-SITE N N N w B I LT LEFT NP. TYPICAL co I� c4 H a BOOK 29 PAGE 1798 z ME MATCH EXISTING W WATER 0 0 0 N O Z > S.28 S.27 THIS DOCUMENT IS THE PROPERTY OF LEAVITT ASSOCIATES MJ MECHANICAL JOINT o o S.33 S.34 ENGINEERS INC AND THE DESIGN AND IDEAS WITHIN ARE NOT BEGIN VERTICAL END VERTICAL SCALE: Sheet Number: SITE PLAN TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT BVCS CURVE STATION EVCS CURVE STATION 15- N0. SCALE: 1"=80' OF LEAVITT & ASSOCIATES ENGINEERS, INC. =80' 1 cn BEGIN VERTICAL END VERTICAL 2015-079245 FBVCE CURVE ELEVATION EVCE CURVE ELEVATION