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PZ - Rapid Creek PPlat Set 20170803 l PRELIMINARY PLAT FOR I I RAPID CREEK SUBDIVISION A PORTION OF THE NE 1/4 OF SECTION 33 TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN MERIDIAN, ADA COUNTY, IDAHO 2017 I _ - O ; -7 �\ 0 I a TIMOTHY _ _ - _ - i I \ T-j RISPIN, REED GILLIES, SWIKERT, CASPER, DAWSON, SUWVAN, FONTENOT, LONGSHAW, RODRIGUEZ, 1 I o CFARLAND, WATSON, CONN, GRAPES, TAYLOR, THORNOCK, MOORE, U `/MICHAEL STANDBY -CAMERON JADE JOHN SANDRA DAVID SHANNON JOSEPH JOSE = MARK BRIAN Sl'IAWN� SAMANTHA WILLIAM CODY TERRY i I Y TRUST �i Ii i i it i / _ - - U Y - I JAMES, JIMMIE - (( a (a 1 i & LAVERGNE i m Oi iI� � V � - I� FAMILY TRUSTTOLL ID I LLC Z _ \ II IIIIII S89'30'26" 1317.99' / � � \ 1 ---------- _� • • . 50 50 50' �50' 50' 50' S2' \ 65' 60' 60' �6@' 60� 60' 70' 113' 30' IIII �, 7 o o o BLOCK 1 \ QI / \ I III 12 \ -BL�K 2 - / JIII ME/ � - z \ J 6,653 -� - 0I - --- - _ 44 5 N. BLACK CAT TOLL ID I LLC I III 10 �' ® _-� 5 4 3 2 N� 2 RD � 0 III o' - �_ 1 ® © ® 2\ 06 a� 81 ti � 5,251 5,7$�- 5�b2- 5,812 5,822 5 832 -5,842- 5,852 6,055�, Sf � 1,�A0 Isf 7,656 7,082 � 7,096 � \7,111 125 � 7,642 \, \ 7,139 \ 10 IIII � _ -� i II 5,50°\ \ C47 • �I 3 , I I II 9 II I 10' � � �' �43' -- 0 ,- \� so moo'- - so' , c lo 60' 60' 60' 23' S C 0 III 14 - - - - _ = = W. LESIN A ST. \TOLL ID I LLC \ 304 - \ \�_ \ \_ - 7' \ R45 \103' � � �1449 41' 52' 52' 52' 52' s� \' 52' _ 6,483 I II 15,540 Q TOLL ID I LLC III115' II �O 1 6,055 �5980 5,980 ��80 -5�8 t- 5,98�- 5,980 5,98\� V �\ / 5,740 I 0 I 15, I5,750 7 w 115 U l / BLOC - - 19 20 _ 21 - 22 23 24 \ 25 082 27 - 28 29 30 \ 13 \ VICINITY M A P II � � 0 \4,387 37 4, , , 4 370 4, 4,40 - 19 � I N Yr)I �i s2' Sz' S2' s s2' s2' s2' s2' 4,782 / � \' N8b 51 W _ TOLL ID I LLCo \\ \ 1 7 11� \ sf VI I 5, 50 1 .367 �f 0 3 QUENZER I z -�, Q- �- i= NOTES 115' �- I cos Q iN FARMS LP N N \ 14 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. DEVELOPMENT FEATURES OWNERS Z I _ _ W. R_API CREEK ST. - - - z N �� 18 10 � �11 12 14 - - - - - - _ 5,750 LINDA P HARGER / III i 1 15 N G5 - - 438' - - N ~ 115' 1 v/i 2. THE SUBJECT PROPERTY FALLS WITHIN A FEMA FLOOD HAZARD ZONE. ACREAGE 4435 N BLACK CAT ROAD s,7so 5,998 5,980 s,9 I N o 6,007 6 209 6 17 �4� 20' 38' 38' 38' 38' 38' 38' Io REFERENCE FIRM PANEL 16001 CO139H REVISED FEBRUARY 19, 2003. MERIDIAN, ID 83646 TESSIN, JOHN / I s' I I 6 641 4 3a' J TOTAL PARCEL-21.02 ACRES �I 5' 33 �� I 3 \ 6,553 \ I RD �I o TOTAL LOTS- 104 \ \ q 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, VIPER INVESTMENTS LLC 15 TOTAL DWELLING UNITS-93 1977 E. OVERLAND ROAD 19 c33 5,750- STREET LIGHTS IRRIGATION AND LOT DRAINAGE OVER THE 10 TEN FEET 40' 52' �2+ 6' c32 N i 0 (TEN) BUILDABLE LOTS- c3, \ \ z 11s' a ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT MERIDIAN, ID 83642 5,86 SF RESIDENTIAL-93 107 20 s W. GR PIgS cs° c 0 ® 0/ © ® 9 10 11 12 I Y m �\ EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 _ �� / 0_ �9 I / s _ _ 4,060 4,370 4,370 4,370 4,370 �1,370 4, 70 � � - / U 1 iz (TEN) FEET ADJACENT TO THE REAR LOT LINE EXCEPT AS OTHERWISE COMMON LOTS DEVELOPER ( 11 I \ / 202 - r - - _ 4,370 4,370 4,401 0 / 16 O i / DENSITY DU/ACRE 4.42 _ \ ` 43 ° SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND COMMON AREA-3.92 ACRES- 18.7% TRILOGY DEVELOPMENT, INC. \� \ \ 5,750 m \ LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A USEABLE OPEN SPACE: 2.98 ACRES-14.2% 9839 W CABLE CAR ST \ 115 Q ---------- PUBLIC STREET. BoISE, ID83709 � _ ENGINEER ZONING\ , __- _49-3j,,33"E 3 ' 38' 39' i� o / 17 \ I 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE _ _ DAVID A. BAILEY, P.E. EXISTING RUT O PROPOSED R 8 c26 -� H APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE BAILEY ENGINEERING, INC. 57� v 1 OF THE BUILDING PERMIT. SEWAGE DISPOSAL 4242 N. BROOKSIDE LANE 115' MERIDIAN CITY SEWER _ WATER SUPPLY BOISE, ID 83642 I U 5 MERIDIAN CITY WATER ______________ 23 \ � THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH PLANNER/CONTACT - --_------ \ SUBJECT TO ASSESSMENTS OF - � � 18 m LOT ALL LOTS IN THIS SUBDIVISION WILL BE SUB SHAWN BROWNLEE -- \--- _ - - - - - -_ \ �\ 4,769 \ 2� 0 J i THE NAMPA AND MERIDIAN IRRIGATION DISTRICT. CITY TRILOGY DEVELOPMENT, INC. =N77'43'33"W \ \\ \ 24 4 \ 1 1 50,632 �ti Z i MERIDIAN CITY 9839 W ABLE CA R ST \^ _ 6. SITE SUPPLY LATERAL IS TO BE TILED ALONG THE EAST BOUNDARY PER SCHOOL DISTRICT BOISE, ID 83709 82.60_� 4`0 25 0 9> \ \ NAMPA MERIDIAN IRRIGATION DISTRICT AND CITY OF MERIDIAN REQUIREMENTS. WEST ADA 5,564 ,� s FIRE DISTRICT 7. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE MERIDIAN 349.97 L PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. 5,649 IRRIGATION DISTRICT \\ \ NAMPA MERIDIAN R'9Aj W. ELLT WER DR. o / I QUENZER 8• COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION 5,677 \ FARMS LP HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. IRRIGATION DISTRICT 414 N. CAY� I� i 9. ALL EXISTING STRUCTURES WILL BE REMOVED PRIOR TO DEVELOPMENT OF THE QUENZER FARMS LP \\\\ \ \ j\\ ��,� \ s,7o5 R PHASE CONTAINING THE STRUCTURE. \\\ \ \\ � 42 \ 1 \\ \� \ S J PLAT LEGEND 5'110 PROPOSED FIRE HYDRANT Parcel Table s,7so h so / \\ \ \ c \ \ Y I STREET LIGHT Lot Area EXISTING CONTOUR BLOCK 1 Lot 1 OPEN 1676 ENDCAP \\ \\ \ 5,750 �S m \\\ \\\\ \ c \ 5,723 I BUILDING ENVELOPE (SETBACK LINE) BLOCK 1 Lot 11 OPEN 2849 COMMON DRIVE \\\\ \\ \ 32 ��s 8, 115, l BLOCK 1 Lot 21 OPEN 50222 PATHWAY DRAINAGE 5,750 PHASE LINE BLOCK 1 Lot 36 OPEN 2705 ACHD ACCESS \\\\\ \\\ \\ / \ 33 \7 40 \ I I I 1 mil milimilimilimil mil Mill= ZONING LINE BLOCK 1 Lot 37 OPEN 3016 COMMON DRIVE \\\� �\ \\\\\\�\\ 5,750 5,750 \ I I RIGHT-OF-WAY LINE BLOCK 1 Lot 43 OPEN 10929 BUFFER LOT LINE 6,048 BLOCK 2 Lot 1 OPEN 1680 ENDCAP \\\\ \ \\ 36'' 7 39 ( III I 1 GRAVITY IRRIGATION LINE BLOCK 2 Lot 19 OPEN 15367 BUFFER 6 O 43 I S 5 SEWER LINE BLOCK 3 Lot 9 OPEN 3159 ENDCAP P/L _ P/L \\\\\\ \ \\\ 386+ `O11- 05 1016 f 115'0 1 / IIII I I " WATER LINE 28 0 \\ \ \ •S2, 35 P PI PRESSURE IRRIGATION LINE BLOCK 3 Lot 18 OPEN_ 22950 PATHWAY/OPEN 24'-0" \\\�\ \\\ 7\ I I STORM DRAIN LINE BLOCK 4 Lot 1 OPEN 56530 PARK OPEN o ROAD CENTERLINE 12'-0" 12'-0" \\ \\ - -- 5,750 I �I \ ROLLED CURB/GUTTER \\\�\ \\\ \ 27' 15' I ) AND SIDEWALK 10'-0" 10'-0" \\ \\\ I I , QQ LOT NUMBER \\\\ \\\ I I 6,500sf LOT AREA II I BLOCK 7 BLOCK NUMBER Curve Table Curve Table Curve Table SLOPE 2.00% SLOPE 2.00% \\\\\. -\\\`\ 21 1 _ FLOW ARROW \\\ \ \ CITY OF W. ASHTON DR. STREET NAME Curve # Radius Length Curve # Radius Length Curve # Radius Length \ \\\ \ \\\ \ \ \ MERIDIAN HANDICAP RAMP C1 50.00 78.31 C21 27.00 57.46 C41 50.50 50.93 4" - 3/4" MINUS \\\\` \�\ \ �69.03 ,_ C2 50.00 106.40 C22 623.00 98.98 C42 27.00 29.98 CRUSHED GRAVEL \\\\\\\ \\\\\ W1S'ss' \I III i C3 600.00 120.81 C23 577.00 8.63 C43 64.00 27.57 2 1/2" ASPHALT \\ e\\\\ - _-- I SURVEY LEGEND PAVEMENT STANDARD ROLLED C4 600.00 204.09 C24 577.00 50.14 C44 64.00 32.25 CURB & GUTTER (TYP.) C5 50.00 61.53 C25 577.00 50.64 C45 64.00 18.94 2 8' RIGHT-OF-WAY AS PER PLANS \\\ - i O e \ � M /� FOUND BRASS CAP MONUMENT C6 50.00 78.32 C26 577.00 51.56 C46 36.00 25.45 TYPICAL STREET SECTION \�\ N75'33 50 W I I FOUND 1/2" IRON PIN NOT TO SCALE 10" - 6" MINUS PIT RUN \\ \ 38,09 C7 50.00 78.76 C27 577.00 82.96 C47 36.00 18.85 \ \ 9' \( " \� \ \ SET 5/8 IRON PIN C8 50.50 35.62 C28 577.00 68.52 C48 27.00 42.29 _ \ EUGENEQUENZER& ® FOUND 5/8" IRON PIN C9 50.50 30.46 C29 623.00 31.10 C49 27.00 12.55 P/L P/L �� --� ��\ I ADRYCE 46'-0" • ■ �- I -- -- -- PROPERTY BOUNDARY LINE C10 50.50 30.46 C30 623.00 2.55 C50 623.00 53.09 N83'53 05 W FAMILY TRUST C11 50.50 48.17 C31 623.00 52.37 6'-6" 33'-0" 16 27.54' -- - --- SECTION LINE - - - - - - - - BOTTOM OF DITCH C12 73.00 17.78 C32 623.00 46.34 C13 50.00 48.37 C33 27.00 12.32 '-6"5'-0' 16'-1 16'-6" 5'-0"1'-6 C14 50.50 32.10 C34 27.00 29.98 14'-6" 14'-6" REVISED C15 50.50 35.36 C35 73.00 30.22 N0. DATE DESCRIPTION C16 50.50 21.79 C36 73.00 37.48 --- SLOPE 2.00% SLOPE 2.00% -� Hey Engineering, Inc. C17 50.50 32.01 C37 73.00 46.65 C18 50.50 23.61 C38 50.50 25.46 CIVIL ENGINEERING I PLANNING I CADD C19 73.00 16.23 C39 50.50 35.54 4" - 3/4" MINUS 4242 N. BROOKSIDE LANE TEL 208-938-0013 CRUSHED GRAVEL CONCRETE BOISE, ID 83714 www.baileyengineers.com C20 73.00 1.54 C40 50.50r32.821 SIDEWALK (TYP.) 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED i DRAWN BY:DAB CHECKED BY: DAVID A. BAILEY P.E. PROJECT: C2017-016 DATE: 08-03-2017 PAVEMENT GRAVEL (COMPACTION REQUIRED) l 60 0 30 60 120 P R E 0 Q 1� ill O III 0 A FR �/ � L_ A -F 4 6' RIGHT-OF-WAY CURE &STANDARD ROLL (TYP.) AS PER U\/U U III U -SHEET- TYPICAL STREET SECTION PLANS SCALE IN FEET RAPID CREEK S U B D I V I S I O N NOT TO SCALE 10" - 6" MINUS PIT RUN I 1" = 60' TRILOGY DEVELOPMENT ., I N C . PP- I I I I I I / ✓ _`-s � 1 I I - `l I _ \ it � \ 1 _� � I II CONCEPTUAL ENGINEERING PLAN s I ' __ S89'30'26"E 1317.99' II G PI 110' P PI PI �'° -PI- PI fin' _ P 65, 60' 60' PI - PI I PI PI PI PI 50PI PI PI P150 PI PI PI , � 60' 60' 70' 113' � P� I � PI PI- PI I, PI I 30 �..L.� _ PI PI P �I PI PI PI �.I PI PI PI PI t� RAPID CREEK SUBDIVISION � = � � BLOCK 1 � � Q - - - i - I' �, LOCK 2 I 12 - I� I A PORTION OF THE NE 1/4 OF SECTION 33 2540� I I 6,653 SSMH E-3 , �- = �w I �o. 2539 ;^\ 3 I TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN 20- -- _ _ - �y� j \ -- - �� MERIDIAN, ADA COUNTY, IDAHO 2537 I"110 - \ / � \ 0 2017 9 ® -D- -{� 7 U � �J � 1 I ,� 1 ar 2 ° ° o� \ 0 8,106 �o a \ 5,251 -5 7$� 5,802 5 ft�7� 5,822 �5,83-- �"� A ® f�i l © 7 I I I i 2, 9 5,842 5,8�2� 6,055 0 7,656 `J 7,082 7,096 \7,111 \ 25 7,139 7,642 \ I \ � rn 0 III � 13 - -- � 1,7 •� I \ � /, \\ � � V \ \9,891 N / c41 SSMH E-1 I I I _ - - _ \ SS A-2 50 0 3 I I 10 G \� 3 50' _ -- 50 50,-- - \-.- -50 - - - x I \ I I li C> \/ - OS C9 I ll I - 60' � � SSMH A 3 �j - - - - ss' ,� �/ 60' o, I 23' a SSMH A-4 I SSMH E-2 w w - - I w w w w w w w w w w w w w w w n I 114 a 3a w w w w w w w - o I� 25Il AST. �- _ w w w Cfl w w II , j j5,304 v $ 3 s /� - _��- - - �.` - - �_- G - \ - - - \ - - - /1 - // w�w - - �O \ __ - _ J¢- s - I I03' l \ I ; 49 11' 52 52' / 52' 52' 52' -'� 52' 52' 0) cp 6,483 \ _� II / j 15 \ _ 5,540 s \ - SSMH F-4 �� 2 I`I do 1 3 \ PI PI PI PI PI PI \ PI PI PI PI Pi-PI Pil PI 115 � �\ -� � F R I oq ��'y�//�/ J I I 6,055 j \ o, TOE TO O O �� I / I \\ ". R pR W \ 0 3 5,980 5.980 5,980 980 T°E roE_ DR 5,740 � J a / p - /// EDR DR ID i 5,750 �� Ld 3 / TOP TOP TOP �� \ TO N / TOPFOP InI ' - - _-- - - JI / l N \ 25 26_ -- 27 - 28 -- - 29 -- -- 30 I o . ' LY I PI 1��' PI PI „1 . 1 2537 � � �' N W - a 19 4,370 4 370 4 370 4 70 -� \4 370 a 13 N o Q� I�l I ei 52' 52' 52' I 52 4,782 4 370 4 370 3 0 401 ��✓� N89'17 51" / s2 2537 52 52' / / �\I PI PI PI PI PI PI P --PI Pi- PI ' 3; \zo- J 2536 2536 �� \G�� \ 1 \ \\ I - - 2537 2538 - / 3 115' \ \ III Do / SSMH B-2 c45 \ Fl I o A N y 14 0 3 w w w \ _ I t a _ _ _ _ • _ w w w w w w w w \ 5,750 N 18 _ o $- 4$8' - - - - - - -- \\ \ O - f 8 5 8 a 5,750 I 5,998 5�80 5 15 c� . 115' o I /� 1 7 20' S8' 38' 38' 38' 38' 38' 3 e I PI w PI_ I PI I o (y 6,209 \ 16 ") \ 04� 38' 38' 1 6' I N 641 6,553 SSMH F-3 33 I 00 SSMH B-3 II \ SSMH F-1 15 3 - SSMH C-1 / - 5,750 19 I o �` SMH B-4 / ° 5s 6' "32 C31 �h� \ 115' 5,8 6 �: fff cso ® 5 6 ' 7 8 w 25 5 4,370 4 370 O O 9 O O 12 90 10T 0� \ \� - w J w w w C 4,060 4,370 4,370 4,370 37 4O 4 70 10 1 1 M ( l II� S 202 - - - _ 2535 w 29 \ 4,370 4,370 4,401 '" v 1 N SSMH F-2 --- - 9\ - S - - z Q 8 4 \w 1 b \ \ �� 5,750 m I o \\ 9 --- - _ - w 20 -- S_S 2537 115' - 3 NT2538 a� oP PI PI S89'31'3 "E PI / 0 0� - w 00 / 2i9 IN \00 3 22 O _ C2 \\ 5,006 s a\2S\\ 115' so---- ~- EGR EGR EGR ------ GR LSSMH C-2 \v\6 \8 SSM A-5 EGR ---- _ \ w - ---------------------- --------- \� 8 ,\ 1 g PLAT LEGEND ------ .s3, �" 24 ' ` 5,63z PROPOSED FIRE HYDRANT 5,279 STREET LIGHT \ / 10 EXISTING CONTOUR 's> w E ^\ 3 BUILDING ENVELOPE (SETBACK LINE) 5,564 a 2537 PHASE LINE _��\\�� �. \� \� ,F� \� \ 26 8 \• ' 34 .9T ZONING LINE \\\ \ \ S0 EG 3 \ \ \ \ \\ 5,649 2 \ _ �y 211' RIGHT-OF-WAY LINE \\ \ \\ \ \\c v s N 2193 LOT LINE SSMH �-3 so I W. ELL WER DR. 3 m� GRAVITY IRRIGATION LINE \ FH \ 5,677 I s s SEWER LINE w w WATER LINE PI PI PRESSURE IRRIGATION LINE 8\ \ -- -- i \ \ � 5,705 Rs- � I � SD-SD STORM DRAIN LINE ROAD CENTERLINE SSMH D-1 3 \\ 29 \ \ I AND SIDEWABK GUTTER \\\\ \ \\\\\\\\ \\ 5,733 \ SO a 9 ` ; \ \ \ LOT NUMBER \\\\ \ \ \ \ dO ®a 5,930 6,500sf LOT AREA \\ \ \\ \ BLOCK 7 BLOCK NUMBER 5,75o so \\ -- \ / FLOW ARROW \ / W. ASHTON DR. STREET NAME G \/ 1 HANDICAP RAMP w FGR \\\ \ \\\ \ \\ 5,750 48 s s \ 41 1 5,723 W �- t s I \\\\ \ \\ \\ d C b ice\ I SURVEY LEGEND \\\ \ \ \\ d �- -- 5,75o SSMH C-4 \ 115, SW EASEMENT ROW ROW SW EASEMENT \\\ \ \\ \ �\c� - SSMH C-5 \ \ yI 3 III \ FOUND BRASS CAP MONUMENT 50 -0 \\ Fw \\ F�a \ \ It 2'-0" 1'-0" 1'-0" 2'-0" \\\ \\ \ \ c a W W \\\ \ \ 17 \ I I ® FOUND 1/2" IRON PIN 7'-0" 36'-0" 7'-0" ri VA\ 40 „ SLOPE SIDEWALK 1.75% f \ \\ e 5,750 I ® SET 5 8 IRON PIN 0.25% PER ACHD SD 709 5 -0 VA \ A\ VA \ ��` � � \ 5,750 } _ � � � / L5 -0" 18'-0" 18'-0" \\� \ \ V �� A \ -� FOUND 5/8" IRON PIN - \�\\ V� � � �\ \ 115' 1'-0" MIN 1' 0" MIN \\ \\ d 34 PROPERTY BOUNDARY LINE 16'-0" 16'-0" \�\ V \ 20 __ _ _ _ FLAT LANDING I FLAT LANDING \\ \ F 2� 1 \\\\ \\\ SECTION LINE \\ \ I I I .. - . - . - . - . - . - . - . BOTTOM OF DITCH SLOPE 2.00%% SLOPE 2.00% " \\\\\ \ \\\ ss3a \/ 36 7 39 N 3 / 43 III \\\ � 16 750 0'1 5' j II I 4" - 3/4" MINUS GL 5" THICK CONCRETE \\\\ \\ \\\\ \ 35 / I CRUSHED GRAVEL SIDEWALK (TYP.) \\\\ \ \ F 7\ as3 $$ C-6 I I \\ N 4" - 3/4" MINUS CRUSHED \\\\ \ \\ d II 2 1/2" ASPHALT GRAVEL (COMPACTION REQUIRED) PAVEMENT EXTEND GRAVEL AND PIT \ 5,75o RUN 6" PAST CURB. (TYP.) I \\\\\\\ \\\ I 50 RIGHT-OF-WAY & STANDARD ROLLED \\\\\ \ \\\ 2T 2 11s' I II SIDEWALK EASEMENT ACHD D GUTTER (TYP.) AS PER \\\\\ \\\\\ d TYPICAL STREET SECTION 444 - 10 - 6 MINUS PIT RUN \\\ \ \ \ I I NOT TO SCALE \ � o 70'-0" \\\\\�\ \\\ \� I 40 0 20 40 80 54'-0" 8'-0" GRADING NOTES AND VOLUME: \\\\\\w� \ \� \ - fGR \J'I 3 SCALE IN FEET 3'-0" 5'-0" 27'-0" 27'-0" 5'-0" STRIP VOLUME 4" = t10,986 cy CUT ROAD EXCAVATION TO SUBGRADE SLOPE 2.00% SLOPE 2.00% -► CUT TO SUBGRADE= t4,161 cy FILL TO SUBGRADE = t5,607 cy \\ \ Fw \ ! __ REVISED MAW NET = f1,446 cy FILL \\\ \ �� \ �-- Row TOP SOIL Li ROW \\\\\ \\ \\\NNN��`3 �� \ N0. DATE DESCRIPTION ■ ■ ■ NET FILL TO FINAL GRADE ON LOTS & \ti\�� <w \ �� CONCRETE � � \\ � Ailey Engineering Inc. 2 1/2" ASPHALT PAVEMENT 6" VERTICAL � \ �J SIDEWALK BERM FROM STRIPPED SURFACE = ±38,662 cy FILL \\\ � �- \ CURB (NO GUTTER) PER 6" VERTICALJ (ACHD SD709) \�\\�\ o 4" -3/4" AGGREGATE BASE ISPWC SD-701A CURB (ACHD SD 701) EXTEND GRAVEL NET IMPORT = ±29,122 cy FILL -�_ \\ CIVIL ENGINEERING I PLANNING I CADD 10" -6" PIT RUN AND PIT RN 6" PAST CURB. ���\ \ 4242 N. BROOKSIDE LANE TEL 208-938-0013 70' RIGHT-OF-WAY (TYP') ALL CALCULATIONS ARE RAW VOLUMES BASED ON ROAD AND FINAL \\�� _ BOISE, ID 83714 www.baile en ineers.com SURFACE MODELS DEPICTED ON THIS CONCEPTUAL GRADING PLAN. THESE y g BELLTOWER ENTRANCE NUMBERS MAY VARY DUE TO ACTUAL SOIL COMPACTION AND SOIL DPa��\ COMPACT UPPER s' _ DRAWN BY:DAB CHECKED BY: DAVID A. BAILEY P.E. PROJECT: C2017-016 DATE: 08-03-2017 OF SUBGRADE TO SHRINKAGE. _ NOT TO SCALE MINIMUM 95% OF N83.53'05"W MAXIMUM PROCTOR DENSITY 27.54'\ ' C O N C E P T U A L. E N G I N E E FR I N G IRAPI D CREEK SU BDIVISION SHEET TRILOGY DEVELOPMENT , INC . P -2 SEWER LINE A PROFILE 2550 2550 T O �/ 3 T z W V J Q 00 CIO N W (n 3r lnOR InLo Z m0O� II rrr7 006N co O N N N 2545 o r� N I a; .. �j ,ri T� .. m 2545 z CNN— � N CONNNN Q MN~ CA M XH �Z oQ �NNNH = NZO Qr '`'N TO + U-) M W (n0_'— 04 NZZZD N �_>> = CANZ ;' �—N Q (n �ZZ 'n H �> Q ♦M~ \ � NN �ZZZZ (n(nEZ MNO 2540 — �-- - - --- - - _ — ---- ---771 N��0 2540 ---- ---- ---- - -- ~ (n(n ? ---1---PIPPIPPIPPI-P- Ir 2535 I I \ / 1 I / 2535 II II 2530 II PVLP 2530 % II --- I F PVC 0 .40% I r--------- 4Q1E_$_ -------- p C 00.40% C 00.40% 2525 2525 2520 2520 2511�+'So 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11 +00 11+50 12+00 12+50 13+00 13+50 14+00 15 SEWER LINE B PROFILE SEWER LINE C PROFILE 2550 2550 2550 2550 z 3 S A 2+00.00= (n Q) W 2545 SSMH A-2 rn�`?iiitLn N 2545 2545 z (n z co 2545 RIM:2538.607 T � N w (n oo rn N rn w (n ao rQ rn w o lolLuf) N I M LN 00000 MN NN 1 O 'N II 00000 r •N �T � r . . Inn INV IN:2527.27 E II I ao •m .. m M T Too STA 2 00.00= m o o M M INV IN:2527.27 S m + N� 0 N TTN mM N~ + � 0 N N MTr NAM 0 I to u7 � .. ON = N zo o 0oao� + m00 0 0 � Taoao 000o SSMH -2 N �M� o Tr INV I :2527.27 W O N N N N Z .. .. N T N O N I M + U N N 1 to INV 0 T:2527.17 N U) zz O I Sri mm .. N � •>� Q Z 0 UjMNNH ^uiN .. STA:3+ 2.29 U + U ..� v �N� N2 � NZZ = �o cn moo N N I— a (n 2540 -- N z z __ 2540 2540 " " 2540 = M - -O N = MNZZO tf)z .. = N— to (nH —» ' �� Q � Q , Q u a „ = N N_ INV IN: 528.86 SE V) z �» z z N ZE? I- � I- zzz - -- ~ � ~ �zzz V)n INV IN: 528.86 W NNE - vi Ezz � � � - -- - - � � � �- -- (n (nEK K INV OU :2528.76 N �\ - - - - - -- - - -- -— - ---- -- - - - - - - - - - - - ,�/ - - - - — - - - - - -- - - - - — - - - - ---- - - -- 2535 — — 2535 2535 — — — — — — — — — — —— — — ——— 2535 I / � PVC ®0.6 % 2530 2530 2530 0.40� PVC ®0.40 0 2530 ' PVC 00. 0% pV 00.40% PVC 0.40% PVC 00.40% PVC ®0. 0% 4 LF 8" ID 2525 2525 2525 VC 00.40% 2525 PVC ®0 40% 2520 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+50 2520 252q+ 2+50 3+50 4+50 5+50 6+50 7+50 8+50 9+50 10+50 2520 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 1 +� 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 SEWER LINE D PROFILE SEWER LINE E PROFILE SEWER LINE F PROFILE 2550 2550 2550 2550 2550 2550 z w (n3r w N 11 rrr N S A 2+00.00= o N r r r r m M 00 z o w z w 07 2545 2545 2545 O N ,�`�' 2545 2545 2545 T O N (ON N NN SSMH C-5 U'n/� M 0 1 00� � � N ro6N �►? o (n 3m w w M TY: In + QOMNNNH T CONL MCA NM r 3 z T STA:9+16.75 1 0 N N + �Z Z Z= I rp`V SON M T� II O O zM O N 2 � N- - -O W N� N O 00000004 RIM:2537.30 o M M o N L0NN I ri� o °' M06 00N jai McD TT 00 rn + Q Q » » �Z I �pin .. W M N r0 0 M �t 00 INV IN:2531.52 S H (n — = N—O W M(N �� O N rN NN �QjN M N M T� N N = N O (n (n N 0'Z Z KZ O 2 No O I N �jln In .. T 0N� 04 ao �o to� M •MN L� 0 Ind 2540 2540 2540 N z z - M> 2540 2540 +-I .• .. l*� .. I co 4� .• � rn N � 2540 INV OU :2531.42 W NN z ' _» N �z N2MNZZ0 w MN� U- NF- + o = 00N0 (n �zZ Q Q > >> = NZo 2 tD NZO = crD z0 N H �> Z Z Z / N H ">> (n (n 0'Z — N �ZZ / 1 NN �ZZ NN -- 2535 2535 2535 2535 2535 — — — _ — 2535 / - -- --— — —- --- - - --- - -- --- ——— , ---� �„-- ---- -- -- - \~\ I-- -- - -- - - - - - - -- - - - - - - - '� ---- 2530 2530 2530 2530 2530 2530 36 LF 0.40 0 PVC F 3 PVC ® .60% PVC ®0.40 0 VC 00.40% C ®0.40% Ll 68 L 8" VC ®0.40% PVC . o 2525 2525 2525 2525 2525 2525 2520 2+50 2520 252q+ 2+50 3+50 4+50 5+50 6+50 7+50 + 520 2520 2520 1 +00 1+50 2+00 3+00 1 + °0 2+00 3+00 4+00 5+00 6+00 7+00 8+00 + 0 1 +50 2+00 2+50 3+50 4+50 5+50 6+50 7+50 8+50 3+00 4+00 5+00 6+00 7+00 8+00 9+00 REVISED NO. DATE DESCRIPTION alley Engineering, Inc. CIVIL ENGINEERING I PLANNING I CADD 4242 N.BROOKSIDE LANE TEL 208-938-0013 BOISE, ID 83714 www.baileyengineers.com DRAWN BY:DAB I CHECKED BY: DAVID A. BAILEY P.Ej PROJECT: C2017-017 DATE: 07-12-2017 50 0 25 50 100 CONCEPTUAL SEWER PROFILES SCALE IN FEET RAPID CREEK SUBDIVISION p 1 " = 50' TRILOGY DEVELOPMENT , INC . -31