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PZ - Civil Site Plan _ \ � GRADING NOTES � l \ EP o EP _EP \ \ 1� E� C p d3 V • �- 1 d Ad1 d Ad aAEP ZD a EP EP �'w"' P d a EP O d d ! 1. ALL ELEVATIONS SHOWN ARE FINISH GRADE ELEVATIONS. SUBTRACT FINISH a I \ ` F B B SURFACE MATERIAL AND BASE MATERIAL TO OBTAIN TOP OF SUBGRADE. O O / I u d CS2 LLC. 2. EXISTING AND PROPOSED CONTOURS ARE SHOWN AT 1 INTERVALS. CD W. USTICK RD. Lu I I I I I I r 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 MAXIMUM UNLESS NOTED OTHERWISE. 0 I '� ; cn w 1 I I I I I I 4. COORDINATE UNDERGROUND UTILITY INSTALLATION WITH CIVIL WORK SHOWN. w w FIFE: 2572.00 o �. o FIFE: 2571 .50 FIFE: 2572.00' 1I I / I o � I I - •0° 5. THE TOP LAYER OF UNSUITABLE ORGANIC TOPSOIL MATERIAL WITHIN THE -2.0 Lo � � / -2.0% 1 I - .000 I w GRADING LIMITS SHALL BE STRIPPED TO A MINIMUM DEPTH OF 6" INCHES AND O © I I \ z DISPOSED OF OFF SITE. 11 �O I w - s% �'? o - - o o I a m 6. AFTER SITE STRIPPING, PRIOR TO PLACING AGGREGATE, SUBGRADE SHALL BE N I N a-- -0 4% - I w w PROOF ROLLED WITH A LOADED DUMP TRUCK AND INSPECTED. ANY SOFT w AREAS SHALL BE EXCAVATED AND FILLED WITH COMPACTED ENGINEERED FILL. I I I ° IN AREAS REQUIRING FILL PLACEMENT THE SUBGRADE SHALL BE SCARIFIED TO w 0.5% 5% 1 �I I o co A DEPTH OF APPROX. EIGHT (8) INCHES AND MOISTURE CONDITIONED BETWEEN w / N\ N ° co ni ��I l MINUS TWO (-2) AND PLUS THREE (+3) PERCENT OF THE OPTIMUM MOISTURE o CONTENT. SEE GEOTECHNICAL REPORT FOR DETAILS. ST ST S \°� o ti °\° �� - -� �- - 7. ANY FILL MATERIAL SHALL COMPLY WITH THE "STRUCTURAL FILL" SECTION OF ° \ o THE GEOTECHNICAL REPORT AND BE COMPACTED TO 95% OF MAXIMUM DRY co - I - _ W. PEBBLESTONE DR. DENSITY PER ASTM D-1557. o N /I -2.000 I \ FIFE: 2571 .75' I O N o / a S 8. THE CONTRACTOR SHALL VERIFY THAT NO UNMARKED EXISTING / d - - - `�o , �_ - - UNDERGROUND UTILITIES EXIST IN THE CONSTRUCTION AREA & ROAD RIGHT o OF WAY PRIOR TO STARTING CONSTRUCTION ACTIVITIES. O ti ST - =Z 6° 2572.24 (D co - - ' - - 257 .80 2571.24� 2571 .83 I CS2 LLC. 9. MAINTAIN SLOPE IN THE DIRECTION SHOWN. GROUND SURFACES SHALL z W. PEBBLESTONE DR. �� I ^ \ SLOPE A MINIMUM OF 2% AWAY FROM ALL BUILDING FOUNDATIONS. J TIT o ` G -2.0° � 0 ?00 ; FFE: 2571.75' � � FIFE: 71.75' Cn J W 4 _ ° _ 25 1.62 0 - / 2 - - - 25 1.59 10. REMOVE EXISTING STRUCTURES AND DEBRIS AND DISPOSE AT AN APPROVED z Q (n 25 I \ 25 1 22 - - 0 co I - OFFSITE LOCATION. O O I ad o - - 2 1 .03i � III / / UW00 -3.4/0 � I -0 6% III I AARON J. QUEEN Ll I - o `\\\\ / _ _ - _ - _ - / 2571 .59 3111 NW 13TH ST. � LL a - -6 _ 25 0.7 \ 2-57 . I w Cn w / wI i o 4 \ ���� 4.2 0 5.4% FF '� 72.00' -1 .3% I \�\ _ _ -1_ 2571 .9 - FFE: 2571 .75 ° FF { 2571.7 ' ~ 0 O .� \\\ \ 1 \� 25 ° 2.0 / 5 ��� 71.59 LLJ z I / I .\ \\ �� LO?86 o �\ 1 ' °25 1 .81 2.0 0co - _ � e.-6 - -1 .4/o I 2571 .72 KIRK DAVID z 1 - - II - - - �\\ \ \ T\ I� - - - - - - o - -� - - STEVENS O z I 1 FFF :, 2.UU 0 5 0 1 2 ���\ I 3093 NW 13TH ST. _ 0 69 2 1 \ ° - .0/o FIFE: 2572.00 J \ o I I < z� I w I O o ° .0/o - _ 25 1 � --FF'C 25577'2-� -2.0 0 0 - o/ FFI : 72.00' �2571 .84 0 0 z w I o o I \ \ �o - - - 2 - - 9 - - m I ) p - - - - co 3-00/01- J I 2570. 1 I -5. °/ 9.fi 1.92 \ I �°/ L 1❑ \ w ° \ \ , I I - r l 2572.75 EDER N. SANTANA z ESTIMATED QUANTITIES \ 2571. 3075 NW 13TH ST. p \ w I ' 84 - \ 2 `.Q% \ FFE: 2572_00��7 -4 5% I \ w *QUANTITIES LISTED ARE ESTIMATES ONLY. CONTRACTORS TO cn _ -6 0% - - L FFE: 2572.00 o _ o o I2.0577/ 93 FFE: 2572.00 25711.84 CALCULATE THEIR OWN BID QUANTITIES. ESTIMATES ARE IN BANK O \\ �\ ` \ - - 2•00 - - - CUBIC YARDS WITH NO ALLOWANCE FOR SHRINK OR SWELL. � \ `�, -4.8 0 1 I QUANTITIES DO NOT INCLUDE STRUCTURAL FILL BELOW BUILDING w 2 68._ \ \ 2570.1 2 �\ \ _ _ 25� 9 I 5.4% FOUNDATION. \ \� I� JOHN G. BITLER PROPERTY AREA ...................................................................... 8.80 AC \ \\ -1 .7°/ _ o .0% \ \ � � \ I � 3055 NW 13TH ST. DISTURBED AREA (TOTAL) . . 8.09 AC v _ \ �\ \\ i� 7 g� FFE:�7�A0' -5.6 0 0 GENERAL EARTHWORK (NET CUT) ........................................ 10,566 CY o O I \ -2. °/P \ \\�� `� \ (�-f - - - - 2 - -M-aCI o ° 7\�_ 2572.00 57 .59 0 Y r \ \ \ \ - .0% \ 1 L 571.97 ,` \\ -6.2 0 _ o z I0/0 1L571.48 JORDAN LEACH a _ _ 7 3039 NW 13TH ST. 0-d1 \ \ 1.s/° 8 5 , FFE: 2572.00' -6.0°0 ° I I Y z \�\ i \ ^ _ 6 FIFE: 2 71.17 Y \ . - o I ° w 1 \ \ \� I FF 1�\ _ - 70 5 co 2 0 ° z z Y o' N \ \\ �_ -_� - .0/0 w Lu \ V \ \ � � \ / \\\\ \ 7. 1 �56 N jr �� .21 .3 \ 2 \ \ \ \ -n67 �� _ \ BRIAN S. DE LA MOTTE U I O \\\ \\\ \� - _ - - - ' - - ��- - - - _ �_�-�" 1 3021 NW 13TH ST. O •Op w Q 0 � �\ w lh \ \\ � \ - O0) T ss \ \ I 1 i J \ I STEPHEN A. O I 13TH ST. / =� \\\ \\\� \ I/ I > , FFE: 2572.00 FFE: 2572.00' ; FFE: 2500' I l 1 TAYLOR 3003 NW 11 W all ,� _ _ _ _ - - I I z I O Q in CREASON CREEK -a Z m I�,)� L ,II����\ \ \\\\� 1 / SUBDIVISION No 2/ o Y w O CS2 LLC. z Q MRH HOMES INC. MRH HOMES INC. J 11 a MRH HOMES INC. w 1422 W. TUMBLE CREEK V Q o I UNPLATTED W. TUMBLE CREEK DR. 2987 N. ZION PARK AVE. 2984 N. ZION PARK AVE. DR. CD c 0 GRADING & DRAINAGE PLAN 7 a) SHEET NO: 0 40 80 -1 ■0 Feet DATE: 9-17-21 L Q) D PAGE NO: 1 OF 2 O � � z44/ O SSMH M SECTOR Lo —W-,USTICK RD. M RIM: 2571 .47' GENERAL UTILITY NOTES BOX " INV. IN: J ZD P° P ° \ EP Ln dB 1 d P _ d \ EP INV. OUT: �D 1 . THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE z A d d ° p EP d ° d° a s CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO uV —"GE R COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL SECTOR---- P r I s (VAULT CS2 LLC. DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE W BOX /� ` W. usTICK ANY AND ALL UNDERGROUND UTILITIES. CALL DIGLINE AT 1-800-342-1585 A MINIMUM OF \ I II I I D I I FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF UNDERGROUND w I I � P I s � � I � UTILITIES. UNDERGROUND UTILITY LOCATION AND VERIFICATION SHALL BE AN ONGOING Cn I I SPIG I I I I SSMH SSMH �� CONCRETE PA ER PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, THE CONTRACTOR SHALL NOTIFY SSMH I I RIM: 2569.82' RIM: 2570.61' I I RETAINING WALL THE ENGINEER IMMEDIATELY OF POTENTIAL CONFLICTS. THE DEPTH OF UTILITIES SHOWN ON 57 s I � 11 � I RIM: 2568.84 I I INV. IN: INV. IN (W): \ I THE PLANS ARE NOT KNOWN BUT ARE FOR GENERAL INFORMATIONAL PURPOSES ONLY. I INV. IN: I I ' I INV. IN E : ] z � I ' INV. OUT: ( ) / INV. UT: I I INV. OUT: - I I ° 2. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL SEWER CONSTRUCTION SHALL BE BY Y w THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS � J \ — Q I SSMH — — — — SSMH �I I m o SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE ° GATE s ss ° s S RIM: 2569.91' �' I RIM: 2571.87' J WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED ■ — e — — — ; INV. IN: INV. IN: I I I ° co CONSTRUCTION PLANS. SPIGOT _.:IP HOUSE I INV. OUT: U / IL INV. OUT: co w ` w (/ 3. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR J / \\ — sT TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE. W *k w / _ � Cl s — / CD ■ Bic _ COMM K II ss ss S Ss �T s 4. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED TO FACILITATE O W VAULT i 0 i w\ w— F�— w w — //� — - d W. PEBBLESTONE DR. THE CONSTRUCTION OF PROPOSED FACILITIES. GROUNDWATER LEVELS SHALL BE MAINTAINED d SPIGOT / I \ BELOW THE BOTTOM OF THE TRENCH AND STRUCTURE EXCAVATION DURING INSTALLATION. (D o Lo I \ I ICo sT �� CONTRACTOR IS REQUIRED TO SECURE DEWATERING DISPOSAL SITES AND APPLICABLE U AGENCY PERMITS. DEWATERING PROCESS SHALL CONFORM TO SECTION 205 OF THE ISPWC. z > 00 ° I F- _p F-O IRR — — IRR IRR IRR 1�2R IRR IRR _ _ / I J Q 0 / ��\ F-p — — — — F-e -— / II '' CS2 LLC. - - �- - - - — -=I — - - u � W. PEBBLESTONE DR. 5. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF LLj LIJ s I \ \ S Co J 1 I THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). Co Q Co RIM: 80' / I \ $s — / I ; O 0� O — LL] CD IRR R IRR IRR - - - - w - _ l� _ _ 6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN PROPOSED U � J \ - / IN I - \ �� " �I / I NON-POTABLE WATER LINES AND ALL POTABLE WATER LINES. z W > __ L LL w I -� \\\< SS S �F3EAK _ C cn III/ I AARON J. QUEEN \ \ \\- \ \ \ 3111 NW 13TH ST. C/) I \ a \ w I I \\ \���� — ss \�� \ If I I it LN l _ � _ \\\\ SS , - - - POWER NOTES00 QI ° ` \\\�\ I� - - I \I 1. COORDINATE CONDUIT INSTALLATION AND TRANSFORMER INSTALLATION WITH CITY OF I z \_ I I— I �\�� - - - - �'� s MERDIAN. I I - - �/ \ \ KIRK DAVID W 0-J I I I � I II _ I ` STEVENS\ II z_ Q - \ 3093 NW 13TH ST. o GAS NOTES z s 4- STR L S 0z 1. COORDINATE GAS SERVICE CONNECTION WITH INTERMOUNTAIN GAS. CO° + o ww < - - 1 Ii► \ I I WATER NOTES d I I t — � W_ _ _ Iw ss - \ _J l , 1. COORDINATE WATER SERVICE INSTALLATION WITH THE CITY OF MERIDIAN. F-Cl EDER N. SANTANA z C/) I — — — S \\ I I I I \ 3075 NW 13TH ST. p 2. A TOTAL OF 1492 LF OF 1-1/2" PIPE SHALL BE INSTALLED PER ISPWC DRAWINGS. o I co W \ \ \ - - - - - SSMH w � I `° \ =O \ '\ \� � \ - `� RIM: 2570.37' I I � � I \ I \ ssS\� \ �\ - - - - - - - - - - SEWER NOTES o I I \ ���y{p�{C -_INV. I N: d \ Fag � \ L \ I - \\ \_ - - - - - - - - I � IN OUT: 1. SEWER SERVICE SHALL BE INSTALLED PER SD-511A OF THE ISPWC. A TOTAL OF 1457 LF OF 8" o O V CoI \� I ! _ _ _ i l SERVICE PIPE SHALL BE INSTALLED. SERVICE PIPE SHALL HAVE A MINIMUM OF 0.4% SLOPE TO ITLER U I I \ O \ \ \ §S \\ \�\\\ \ \� I I 3055 NW 1JOHN G. 3TH ST. SEWER MAIN. Q W , �\\\\ \ — I S s 1 , z U M = \ \ \ I I \ \\\ \ �\X \\ cn F \ \ \\\NINN A `\ \\ S \ \\ \ � ` ` \\ II I JORDAN LEACH _ I I 3039 NW 13TH ST. J 57 \\ \ SSMH \ Co J �� \ �\ \\\ `\ �`� \ I RIM: 2569.67' SSMH o 0 \ \ I \ I \ \ �' RIM: 2569.85' N l \ 'S IV�H' '� `�� INV. IN (W): w — — I 0 I \ �\ \ �" \ I I-N S : I INV.�(SW :I I I ° � Cl) IL d CO) U Q RIM: 2 >��7 --� �- �� — � INV. IN (SE): I � iINV. I \ ```` _ U _ — — s INV. OUT: II[� U W M — M M M M \ BRIAN S. DE LA MOTTE J rJ ° \\\�� ��\\ SSMH \ - _+ - - - - - _ _ _ _ s - _>_\ \ \ 1 3021 NW 13TH ST. RIM: 2569.60' �\ + ' �-N _ — — + LU INV. IN: ` \ - _ --- _— — _ = I 1 Z 0 NCRET \�� \\\ p - ---- J z z G LVERT \\� \�\\ INV. OUT: TA "s - _ s O J \ W \\� \�\\\ \� 1 IR IRR / I I I O V J o I \�\\ I I I - J \ STEPHEN A. > U I 1 10 \� \\\ ` I I I I I / - I l TAYLOR 3003 NW z I� ) \ \ \ - I I 13TH ST. O F_ \ W.C. - - - - _ -� _ - � --� I -� - - _ _ J � ,I I z m - N Q ( (ill \� — — R YRR IRR IRR N•C• I IRR _ U I �I II \\\; \�\\ - - - - - - - - - - - - - - - - _ W _ _ - - _ _ _ z - � CREASON CREEK -� / ° w \ �- /- \ I J a I _ ETE \\\ \\\� I / / / \ \ SUBDIVISION No 2/ N < I ° CULVERT z < MRH1 IOMES INC. Q MRH HOMES INC. CS2 LLC. U MRH HOMES INC. a I 1422 W. TUMBLE CREEK UNPLATTED W. TUMBLE CREEK DR. 2g87 N. ZION PARK AVE. 2984 N. ZION PARK AVE. DR. U) c 0 U c SHEET NO: UTILITY PLAN C-2,0 SCALE: 1" = 40' DATE: 0 40 80 9-17-21 L Feet PAGE NO: 2OF2