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CC - Construction Plans LAVENDER HEIGHTS SUBDIVISION NO. 3 BOOK , PAGE LOCATED IN THE SW 1/4 OF SECTION 32, T.3N., R.1 E., B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO CP&F INST. NO. 2021 LEGEND 2014-098053 1/4 n ® FOUND ALUMINUM CAP MONUMENT 316532 SEE SHEET 2 OF 4 FOR CURVE & LINE DATA FOUND BRASS CAP MONUMENT • FOUND 1/2" REBAR, PLS 11118 ® FOUND 5/8" REBAR, PLS 11118 OR AS NOTED I SET 1/2" REBAR WITH PLS 11118 1 GDc PLASTIC CAP �, . D�F- w SET 5/8" REBAR WITH PLS 11118 UNPLATTED 611�5 �^�W BLACKROCK SUBDIVISION N0. 1 N83 47'06"E y�� -00 N co BOOK 96, PAGES 12003-12008 PLASTIC CAP C SECTION LINE 1 age' „ 26.72 S86'47'31"E 362.95' C3 �6j�g�,ti o CD - - - - 12 144 L10 23 (S89'5�5 E) - - N695"I S86'4T31"E 361.30' SW 1/16 CENTER LINE _70•10' C31 PLS 8575 S89 49 51 E 225.35 EASEMENT LINE AS NOTED I 5�' -70.10'- -70.10' �� 22 � - - - - 6g g1. -70.10'- 11.49'-C32 91.29'- -134.06' N PUBLIC UTILITY, IRRIGATION & LOT 23 qh9`� \ 15 w W 17 W 18 W 19 o DRAINAGE EASEMENT LINE, SEE NOTES 1 & 2 - z to 0 0"'0 to o N a' of to i� to \ o of m o `aWi 0' 50' 100' 200' ----------- ACHD STORM WATER DRAINAGE a� o 1 Irb � 7470 sf '� z `� Z Z ry to ro to to z z o 0954 sf o TOTS sf 1 _ EASEMENT LINE, SEE NOTE 9 M cm EXISTING SEWER EASEMENT SCALE: 1 100 Cil _ ACHD PERMANENT SIDEWALK EASEMENT 14 �S9F \ 5 BLOCK, 2 z 20.00' z oo o INSTR. NO. - y LINE PER INSTR. NO. - \ 5� C16-67.04'J -70.00' 70.00' 70.00'- 70.00'J -70.00' -70.00' 91.29'- 14.6T-C N o 24679 sf \ c1 "' SEE DETAIL THIS SHEET 1j Lll o_ S89'49 51 E SUBDIVISION BOUNDARY LINE BLOCK 2 �, E. BRACE ST._ _ _ SEE NOTE 8 c,1479 sf 72.11 - - LOT LINE v ADA COUNTY HIGHWAY DISTRICT STORM ADA COUNTY HIGHWAY DISTRICT STORM 46.64' �a DRAIN EASEMENT - SEE NOTE 9 - N89'49'51"W 613.00' DRAIN EASEMENT - SEE NoTf 9 � ADJACENT PROPERTY LINE 1 - 177 0�� 7�, V M & DETAIL 8 SHEET 2 OF 4 8' & DETAIL A SHEET 2 OF 4 C �; 26 N89'49 51"W 118.75' S7g. _ _ 26 8 �, 27 0 18 LOT NUMBER 0 35 j7 E - c`v �31.50' �60.00'� r50.00'1 �60.00'- 50.00' �0.00'� 750.00', �60.00'� r50.00'1 r50.00'1 r50.00' 41.50' �'�� b O6 57 sf I 0 13 2 10 11 12 , 1D0.0� 1 w �W �W W� w�- �w �w �� w w w �w 13 z I y IJ414 sf m 0 y y y y rn O rn o rn o rn rn o rn rn �S89'49'51"E� I of 0 31.5' 31.5'_ °O o 0o, 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 o o z I n o � � o to \ G O \ IO \ o 0o O o o O \ O o o Too 00 00 to o Co L53.3L to r? � � cy cv r � coJ rO d � O � d � o � � o � o � cri 14 Q o 28 �o Lo II C.DO `o z z C. oo o oo 7I o oo 00 ED0 o o � cn I co 6000sf , > I NOTES S89'49'51"E Q 15 z z o Iz z z z z , w �o.oQ m m I o z 12 0o Y ,,, 04 L �N89'49'51"W J BLOCKS O i -N89'49'51"W - U o S89'49'51"E o N v,l 1-UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR o N c J o 0254 sf \ W o �2 50.00', 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 50.00' S0.00' 55.00' O Q o� 29 0 = a PUBLIC UTILITIES, LAVENDER HIEGHTS HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN N Mo I 139.5� J I o O Ol 5il O �1 F l l F l ! ' of N m 6000 sf co LU a - (10)FEET ADJACENT TO ANY PUBLIC STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED A. I 0 26 w 25 w 24 w 23 w 22 W 21 w 20 w 1g o w 18 w 17 w 16 w 15 o N L- 100.OR -n 0' = z r cT! car o I I DRIVEWAYS AND WALKWAYS TO EACH LOT. S89'49 51'E - CA z o Tao rn a, c� °' a' �' a' c� Imo' a' o� Imo' o� Imo' o� a' o o N p � I m o \ o o \ o \ O o o _ o \ o \ o - o 0 0 0 S89'49'51"E� I N z O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o p o I 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR p 11 o o 0 0 0 0 o O o 0 o O z 31.5' 31.5' o ro 30 0 z Y o o to O too to O to 00 to � too to 0 0l too too too to w o O o o PUBLIC UTILITIES, LAVENDER HEIGHTS SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE z o z z o z z z z z z z z o o pD 10754 sf c� 5' 1 a, co 6000 sf < m OVER THE FIVE(5)FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR LOT `'cs' �31.50' L � J L J L L �5 _J L J L J L J L J L V O 10,100.00,\ - w 1 J 52 -'" 60.00 50.00 60.00 50.00' 60.00' 50.00' 60.00' 50.00 50.00 50.00 55.00 1 I o _ a� Q LINE OR SUBDIVISION BOUNDARY. 12� C o -S89'49'S1"E o E 22 n z o 0 0 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF THE - - - \ E. MAINACHT ST. _ - - M - 0 31 5000 sf o 7 = RE-SUBDIVISION. 186.00' 487.00' ,n N,n o Ln S89'49'51"E 2 LO 1 L ��'� J N _ 4-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS SEE NOTE 9 7 Y� INSTRUMENT NO. M I o S89'49'S1 E o p - . 65.07'- �� I �� 60 00' 50.00' 60.00' 50.00' 60.00' 50.00' -64.00'- �& 00 32 5000 sf 0 00 5-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS coJ 16955 sf // �° 4.43' I A J J \ J 5 _ J J ,n a� (N a 9 8 7 31.50 31.5' o O7 0 mO O9 0 0 10 11 12 13 ^ I L �0�rymJ INSTRUMENT NO.2020 106343. 1 23 ^�0 O 5 O O o ,nl 6 0 to \ of ro �o \ of OC. -o \ O �o o \ o ro I S8949'S1 E 6-MAINTENANCE OF ANY IRRIGATION, DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER I '�Y O� W �W Qj O O O O O O o O O O O O O �' �O O O O\ M 1 O O p /� o rri to \ • O o o O o O O O \ of o ri o 33 5000 sf o UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT. co rn qr, rn NIL�j o 0 0 too to o zo o too C. 000 14� L z z o z z z 100.QQ _ 7-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503, RIGHT TO FARM ACT,WHICH STATES: NO AGRICULTURAL OPERATION, U' ��' 20702 sf N to y O y � o w 1 Q o L L ,J L-BLOCK L3 17% L J 15.00 _ C> co a co T O - o AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED i' o 0 0� rn 60.00 50.00 60.00' 50.00' 60.00' 50.00 -64.00'- L8 L9 o S89'49V'E o I-- LL, CO -N89'49'S1"W o O CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN 5' N89'49 51 W 252.00 ,on 34 �� ONE(1)YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS o W w 5� - 5- sf U Cj � l\ z I � wO4 w O3 w O2 3 CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR 320 J L I W o O to \ �o \ O �o \ o o w o 100.00 NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. 7 114.35' �70.00'J 70.00'� �� o to \ o N m o b o cfl o� o N89'49 51 W r o N 8-LOTS 6,23,&26 OF BLOCK 2, LOTS 6&14 OF BLOCK 3,AND LOTS 1 &14 OF BLOCK 10 ARE DESIGNATED AS COMMON AREA LOTS N 1\189'49'51"W 254.35' z z z z o o M TO BE OWNED AND MAINTAINED BY THE LAVENDER HEIGHTS SUBDIVISION HOMEOWNERS ASSOCIATION,OR IT'S ASSIGNS,AND ss8 `l N f5' N ARE SUBJECT TO BLANKET PUBLIC UTILITY, DRAINAGE,AND PRESSURE IRRIGATION EASEMENTS. LOT 26 OF BLOCK 2 IS COVERED NSB. p, '8s� BLOCK 2 �% o`'o -46.50' L50.00'J L60.00'J -50.00' Z BY A BLANKET EASEMENT FOR MERIDIAN CITY SEWER. p0, F S �6 1 �., �J,g 27j 29086 sf C2 ��jJ O6 �, � � N89'49'51"W 9-PORTIONS OF LOTS 6 THRU 9 OF BLOCK 2 AND LOTS 3 THRU 6 AND 9 THRU 13 OF BLOCK 10 AS SHOWN HEREON ARE SERVIENT � N89'49'51"W 168_82' 37.68' LAVENDER HEIGHTS SUBDIVISION NO. 1 TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST `9 E.PPHENOMENAL ST. 00 BOOK , PAGES _________- AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT NO. 98S' STyti 110,19 1 19gy� 2015-103256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL 1 qs FgsF \T 18.82' �3-80.00' 70.00' o (sl (THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD 23 FAN FT 04 5 cv > PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE �TE9\ o �� O N O 5' Q STORM WATER DRAINAGE SYSTEM. I Nggs Z 6765.sf 9 to AC o Z 10-IRRIGATION WATER WILL BE PROVIDED BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION c� 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR �69SJ'4Jr»S4S,w 3g \8S2B5'� i�� o �' ASSESSMENTS FROM NEW YORK IRRIGATION DISTRICT. Q cv W `399 ,22 23 �3, `� cn 11-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE 1 11IVP4,1 SS 83' ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF THE BUILDING PERMIT SUBMITTAL. m 12-RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. POINT OF 13-THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED 1 BEGINNING N69SS. N NORMAL GROUNDWATER ELEVATION. 103 Z4 5"w \ONNL LA/y0S 1 1,c, / ��5 �GISTC G,PL 0, Z CLINTON W. HANSEN w o 11118 1 PLS 11118 31 32 E. LAKE HAZEL RD. 32 ��'7w °F - - - - - - S89'57'01"E 1331.91' - _ - - - W 1/16 - - - -N 89'S8'24"W 1331.96- - _ QN W.NP 6 5 FND 5/8" REBAR NO CAP 1/4 5 CP&F INST. NO. CP&F INST. NO. 2015-011236 111066375 SURVEYOR'S NARRATIVE ADA COUNTY SIDEWALK HIGHWAY DISTRICT BLOCK 2 Lan Olutim O ns INSTR. NO. _ ______- PERMANENT SIDEW,4LK EASEMENT 23 24 THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM 700" 27.46' SURVEYED TIES TO CONTROLLING SECTION CORNER 22 \ \ Land Surveying and Consulting MONUMENTATION,THE PLATTED SUBDIVISION BOUNDARIES OF 70.00' 20.00' 91.29' BLACKROCK SUBDIVISION NO. 1,LAVENDER HEIGHTS E. BRACE ST. N89'49'51"W 231 E. 5TH ST., STE. A SUBDIVISION NO. 1, INFORMATION FROM RECORD OF SURVEY MERIDIAN, ID 83642 NUMBERS 5049,7169,7783,AND CURRENT DEEDS OF RECORD. DETAIL (208) 288-2040 fax (208) 288-2557 THE SURVEYED MONUMENTATION AND CONTROLLING www.landsolutions.biz BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN N.T.S. HEREON. SHEET 1 OF 4 JOB N0. 17-55 LAVENDER HEIGHTS SUBDIVISION NO. 3 BOOK , PAGE CURVE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD C1 114.95' 140.00' 47'02'41" N34'29'08"W 111.75' C2 155.37' 110.00' 80'55'32" N29'30'30"E 142.77' E. BRACE ST. ADA COUNTK HICHWAK DISTRICT PERMANENT SIDEWALK EASEMENT ADA COUNTY HICHWAK DISTRICT STORM INSTR. N0. ____- __ C3 122.47' 220.00' 31'53'39" N77'15'42"E 120.89' �65,�DRAIN EASEMENT - SEE NOTE 9 �, C4 22.57' 144.67' 8'56'24" N56'50'40"E 22.55' 60.00' 50.00' 50.00' 50.00' 41.50' C5 94.25' 60.00' 90'00'00" S44'49'51"E 84.85' � 1 C6 94.25' 60.00' 90'00'00" S44'49'51"E 84.85' O 10 11 5�I 13 C7 94.25' 60.00' 90100'00" S45'10'09"W 84.85' BLOCK 10 C8 94.25' 60.00' 90'00'00" N44'49'51"W 84.85' C9 143.73' 91.50' 90'00'00" S44'49'51"E 129.40' LINE TABLE C10 58.41' 91.50' 36'34'32" S71'32'35"E 57.42' LINE # LENGTH DIRECTION DETAIL A C11 62.10' 91.50' 38*53'18" S33'48'40"E 60.92' L1 31.50' SO'10'09"W N.T.S. C12 23.21' 91.50' 14'32'10" S7'05'56"E 23.15' L2 31.50' SO'10'09"W C13 16.36' 91.50' 10*14'34" S5'17'26"W 16.34' L3 14.24' N44'49'51"W C14 62.10' 91.50' 38*53'18" S29'51'22"W 60.92' L4 6.97' N44'49'51"W C15 62.31' 91.50' 39'00'59" S68'48'30"W 61.11' L5 21.21' N4510'09"E C16 2.96' 91.50' 1'51'09" S89'14'35"W 2.96' L6 21.21' N44'49'51"W C17 45.33' 91.50' 28'23'02" N75'38'20"W 44.87' L7 21.21' N45'10'09"E C18 38.77' 91.50' 24*16'30" N49'18'34"W 38.48' L8 31.50' N89'49'51"W C19 59.63' 91.50' 37'20'28" N18'30'05"W 58.58' L9 31.50' N89'49'51"W C20 30.70' 28.50' 61'43'35" S30'41'38"E 29.24' L10 22.65' N83'4TO6"E E. BRACE ST.�ADA COUNTK HICHWAK DISTRICT STORM DRAIN EASEMENT - SEE NOTE 9 C21 14.06' 28.50' 28*16'25" S75'41'38"E 13.92' L11 75.89' S89'49'51"E 5� 1/.75' 60.00' - 50.00' 60.00' 60.00' C22 20.13' 28.50' 40'28'32" S69'35'35"E 19.72' _ C23 24.63' 28.50' 49'31'28" S24'35'35"E 23.87' l F J r O O �5' O O C24 24.63' 28.50' 49'31'28" S24'55'53"W 23.87' 5- C25 20.13' 28.50' 40'28'32" S69'55'53"W 19.72' BLOCK 10 C26 14.06' 28.50' 28*16'25" N75'41'38"W 13.92' C27 30.70' 28.50' 61'43'35" N30'41'38"W 29.24' DETAIL B C28 98.53' 120.00' 47'02'41" S34'29'08"E 95.79' N.T.S. C29 66.97' 120.00' 31'58'28" S26'57'01"E 66.10' C30 31.56' 120.00' 15*04'13" S50'28'22"E 31.47' C31 133.57' 240.00' 31*53'16" N77'15'54"E 131.85' C32 58.81' 240.00' 14'02'26" N86'11'19"E 58.67' C33 74.76' 240.00' 17'50'50" N70'14'41"E 74.46' C34 127.12' 90.00' 80'55'32" S29'30'30"W 116.81' \�Np.L LA#VDS %S Tc'o? 0 -� CLINTON W. HANSEN a 1 1 1 18 0 PLS 11118 Nj, -Z�0 OF ON W.\AP La 4r olutim S Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208)288-2040 fax (208)288-2557 www.Iandsolutions.biz JOB NO. 17-55 SHEET 2 OF 4 ^ rL,g,� [_� r� E. AMITY ROAD NORTH LAVENDER HEIGHTS SUBDIVISION NO . 3 Cj MERIDIAN, IDAHO - 2021 MIJ LOCATED IN THE SW 1/4 OF SECTION 32, T.3 N., R. 1 E.,B.M., MERIDIAN,ADA COUNTY,IDAHO n p y o Q Z T T c - 0 00 � EGC u N 00 0 W p C Q C7 CO O p J 05 0 OC -pC O0 > C7 m oo c OV c V� o C7 H ' Q v W Q_ U LU Z 3 GENERAL CONSTRUCTION NOTES ROADWAY NOTES PRESSURE IRRIGATION NOTES y Q M an y PROJECT Z C 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE NEW YORK IRRIGATION DISTRICT. SITE Z CD WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONSTRUCTION. LAVENDER HEIGHTS - MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE SUBDIVISI N N 3 OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) t� CONTROLLING STANDARDS OR SPECIFICATIONS. AND THE CITY OF MERIDIAN WATER DEPARTMENT. � 3. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC. AND THE ACHD 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC. WILL BE ALLOWED UNLESS WATER NOTES READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ACHD. CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER IS RESOLVED. 4. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAY, MERIDIAN PUBLIC WORKS WILL INSPECT SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFEREED TO IN GENERAL CONSTRUCTION NOTE - - - - - E. LAKE HAZEL ROAD PRIVATE ROADS, PARKING LOTS,AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. N0.1. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 5. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR 6. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT AND APPROVE ALL STORM DRAINAGE IMPROVEMENTS. MERIDIAN PUBLIC WORKS AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND TO START OF WORK. WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS, PARKING LOTS, AND OTHER PAVING IMPROVEMENTS NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALLVICINITY MAP OUTSIDE THE PUBLIC RIGHT-OF-WAY. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). NOT TO SCALE REQUIRED.NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. 7. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE GUTTER,VALLEY GUTTER,OR SIDEWALK IMPROVEMENTS. A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY � CONSTRUCTION SHEET INDEX WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH \ON AL NOT OPEN OR CLOSE WATER VALVES. 8. CONTACT ACHD INSPECTION SERVICES AT 387 6284 A MINIMUM OF 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. c� SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE 1 OF 13 C.100 TITLE SHEET AND CONSTRUCTION NOTES � �ISTEh, f 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT 9. ACTUAL FIELD CONDITIONS DURING CONSTRUCTION MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON WASTEWATER RULES(IDAPA 58.01.16). 2 OF 13 C.200 STREET AND STORM DRAIN PLAN THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS OF THE ACHD POLICY MANUAL. 3 OF 13 C.201 STREET 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 4 OF 13 C.300 GRADING POFI ES INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 1) ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7, SECTION 8200, OF THE 2017 ACHD 5 OF 13 C.301 REAR YARD GRADING AND PRIVATE SEEPAGE BED PLAN �� 7/-13/71 o STORMWATER DESIGN GUIDELINES 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. . 6 OF 13 C.400 SEWER PLAN AND PROFILES �� Q� Q� PIPE; (B)PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. 7 OF 13 C.401 SEWER PLAN AND PROFILES /J 0 F X 2) IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONTRACTOR SHALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE R ALL EXISTING WATER USERS 8 OF 13 C.402 SEWER PLAN AND PROFILE 411IN P. S� 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS REPLACE THE ENTIRE ROADWAY SURFACE. AFFECTED CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 9 OF 13 C.403 SEWER PLAN AND PROFILE DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE PUBLIC WORKS S INSPECTOR. 10 OF 13 C.500 WATER PLAN RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 3) CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF 11 OF 13 C.600 IRRIGATION PLAN CONSTRUCTION PLANS. A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 12 OF 13 C.700 STREET AND STORM DRAIN DETAILS o LU 13 OF 13 C.800 STREET LIGHT PLAN c C-) a 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING 4) FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD o z PRIOR TO CONSTRUCTION. INSPECTOR,DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. zo } CD Q m 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 5) ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. CONSTRUCTION CONTACT INFORMATION z Q CD LU FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM 3 x zo z THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. SEWER NOTES DEVELOPER ENGINEER SURVEYOR o o 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE THE WESTPARK COMPANY CIVIL INNOVATIONS, PLLC LAND SOLUTIONS, PA cc & s o 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS CONTACT:TAYLOR MERRILL CONTACT:BEN THOMAS,PE CONTACT:CLINT HANSEN,PLS o w " RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR D_ = SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2463 E.GALA ST.,STE.120 1043 E.PARK BLVD.,STE.101 231 E.5TH STREET,STE.A } W oc MERIDIAN,ID 83642 BOISE,ID 83712 MERIDIAN,ID 83642 < "' � ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL o zo 0 UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1 800 342 1585 PRIOR TO ANY EXCAVATION. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, PHONE:(208)888-9946 PHONE:(208)884-8181 PHONE:(208)288-2040 AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND EMAIL:TAYLOR@WESTPARKCO.COM EMAIL:BEN@CIVIL-INNOVATIONS.COM EMAIL:CHANSEN@LANDSOLUTIONS.BIZ of� z LU NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL z k- BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA a zcc 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). BENCH MARK AND DATUM DATA � J � c/) 2 S 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE `/' oz A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS DATUM DATA WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH HORIZONTAL: NAD 83(ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE VERTICAL:NAVD 88 WASTEWATER RULES(IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A ■ STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE 2017 ACHD O STORMWATER DESIGN GUIDELINES. Z y w t� o 0 z z m O CD = U Q � STANDARD ABBREVIATIONS STREET PLAN LEGEND STREET AND STORM DRAIN PLAN LEGEND WATER PLAN LEGEND y - C/) Z z ABS Acrylonitrile-Butadiene-Styrene ESMT Easement PL Property line -- BOUNDARY LINE �d W PROPOSED WATER LINE AND VALVE y Q_ � ABAN Abandon EVC End of Vertical Curve POC Point on Curve PROPOSED PEDESTRIAN RAMP DETACHED - a� , � � ABAND Abandoned EXIST Existing PRC Point of Reverse Curvature RIGHT-OF-WAY LINE WITH DETACHED SIDEWALK - W EXISTING WATER LINE AND VALVE AC Asphalt Concrete FG Finished Grade PP Power Pole CENTERLINE ATTACHED PROPOSED DOUBLE WATER METER SERVICE LINE = W ACP Asbestos Cement Pipe FH Fire Hydrant PSI Pounds per Square Inch AH Ahead FL Flow Line PT Point of Tangency PROPERTY LOT LINE DETACHED E PROPOSED SINGLE WATER METER SERVICE LINE w ALT Alternate FTG Footing PVC Polyvinyl Chloride PROPOSED PEDESTRIAN RAMP ti c= EP EXISTING EDGE OF PAVEMENT DETACHED EXISTING DOUBLE WATER METER SERVICE LINE BC Beginning of Curve FS Finished Surface PVMT Pavement WITH ATTACHED SIDEWALK w BCR Beginning of Curb Return GALV Galvanized R Radius 0+00.00 CENTERLINE STATIONING EXISTING SINGLE WATER METER SERVICE LINE J F- BK Back GB Grade Break RB Ribbon Curb = BM Bench mark GIRR Gravity Irrigation RC Roll Curb PROPOSED VERTICAL CURB '^ PROPOSED FIRE HYDRANT BVC Beginning of Vertical Curve GL Grade Line,Ground Line R/W Right-of-Way PROPOSED CONCRETE VALLEY GUTTER BW Back of Walk GM Gas Meter RL Roof Line PROPOSED ROLLED CURB - EXISTING FIRE HYDRANT CB Catch Basin GR Grade RR Railroad PROPOSED REVERSED VERTICAL CURB ® PROPOSED CONCRETE THRUST BLOCK W CF Curb Face HOPE High Density Polyethylene Fit Right PROPOSED VERTICAL TO ROLLED CURB o o -- -- PROPOSED SEEPAGE BED WITH cf Cubic Foot HORIZ Horizontal S Slope TRANSITION SECTION MONITORING WELLS ® EXISTING CONCRETE THRUST BLOCK Q CL Centerline HP High Point SB Seepage Bed EXISTING VERTICAL CURB Z CO Clean-Out(Sewer) INCL Including SO Storm Drain o o PROPOSED SAND AND GREASE TRAP SEWER PLAN LEGEND CONIC Concrete INV Invert SDR Standard Thermoplastic Pipe EXISTING ROLLED CURB W CONN Connection IF Iron Pipe Dimension Ratio EXISTING SAND AND GREASE TRAP SC SERVICE CONNECTION CONST Construct,Construction IRR Irrigation SEC Section 2645 PROPOSED 5'CONTOUR ® PROPOSED DROP INLET SL SERVICE LENGTH (. E IDIAN -- Q COORD Coordinate ISPWC Idaho Standards For Public SF Square Foot(feet) 2644 PROPOSED 1'CONTOUR CTV Cable Television Works Construction SG Sand and Grease Trap EXISTING DROP INLET SI SERVICE INVERT ELEVATION IDAHO CY Cubic Yard L Length SP Signal Pole 2645 EXISTING 5'CONTOUR 10 Publicmoi DBL Double LB Pound SPRK Sprinkler SO PROPOSED STORM DRAIN LINE AND MANHOLE SS PROPOSED SEWER LINE AND STATION Works Department DI Drop Inlet LF Linear Foot SS Sanitary Sewer --2644---- EXISTING V CONTOUR Design&Construction Supplemental Specifications P ry SD EXISTING STORM DRAIN LINE AND MANHOLE SS PROPOSED SANITARY SEWER LINE AND MANHOLE DIA Diameter LP Low Point STA Station DRAINAGE SWALE �M M PROJECT NO. 21-0216-LH3 DIP Ductile Iron Pipe LT Left STD Standard � SS PROPOSED SANITARY SEWER LINE AND SERVICE ■ DW Driveway MAINT Maintenance SW Sidewalk PROPOSED STREET SIGN ■ DWG FILE CA 00 DWG Drawing MH Manhole SY Square Yard EXISTING STREET SIGN GRAVITY IRRIGATION PLAN LEGEND � SS EXISTING SEWER LINE AND MANHOLE � � • • E Easting MW Monitoring Well TAN Tangent �L SS EXISTING SEWER LINE AND SERVICE r • •• • ` DESIGNED BY BT EA Each N Northing TC Top of Curb PROPOSED STREET LIGHT ■• ■GIRR- PROPOSED GRAVITY IRRIGATION LINE AND BOX ■■ ■ ■ 0 DRAWN BY JTA EC End of Curve NO. Number TEL Telephone GIRR - EXISTING GRAVITY IRRGATION LINE NOTE r ECR End of Curb Return CHIP Overhead Power TOPO TopographyEXISTING STREET LIGHT - �■ � ■ � � ` �■ ■ � CHECKED BY BT EG Edge of Gutter PC Point of Curvature TRANS Transition DIRECTION OF SURFACE FLOW ■ ELEV Elevation P.C.C. Portland Cement Concrete TYP Typical PRESSURE IRRIGATION PLAN LEGEND THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL KItflW Whan below. I LN Mr 03,11 7 ISSUE DATE 07/23/21 EM Electric Meter PCC Point of Compound Curvature VB Valve Box PROPOSED TYPE II BARACADE __0 CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF IN J HORIZ.SCALE AS SHOWN PIRR PROPOSED PRESSURE IRRIGATION LINE AND VALVE �I f( u ENGR Engineer,Engineering PCVC Point of Compound Vertical Curve VC Vertical Curve I PREPARATION.THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR � dig. 7 ■ EP Edge of Pavement PE Polyethylene VERT Vertical PROPOSED TYPE III BARACADES -�- PIRR EXISTING PRESSURE IRRIGATION LINE AND SERVICE LINE ERRORS OR DEFICIENCIES IN THE DESIGN.ALL VARIANCES FROM ACHD POLICY SHALL BE r • • VERT.SCALE AS SHOWN PIRR Pressurized Irrigation WM Water Meter EXISTING BARACADE jUv PIRR- PROPOSED CONCRETE THRUST BLOCK APPROVED IN WRITING. NO VARIANCES WERE APPROVED FOR THE PROJECT. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE ■- ■ ■ YOU DIG,GRADE,OR EXCAVATE FOR THE - - PIRR EXISTING PRESSURE IRRIGATION LINE AND VALVE MARKING OF UNDERGROUND UTILITIES. ■ ■ ' •• ■ 100 SHEET 1 OF 13 D:\Civil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.100(Title and Note Sheet).dwg ' k � �ti�5� II II UNPLATTED __4 STREET AND STORM DRAIN PLAN � / EASTERLY TOP OF BANK i I I SCALE: 1" = 50'-0"HORIZONTAL EXISTING FARR LATERAL iii�� I 1 1 INSTALL 10'WIDE ASPHALT PATHWAY EXISTING BLACKROCK 75 50 25 0 50 100 /�h� � ) w (SEE REAR YARD GRADING AND PRIVATE SEEPAGE SUBDIVISION111111001111111 EXISTING ASPHALT PATH-,, fee �1 �> o I BED PLAN FOR DETAILED GRADING PLAN CIVIL INNOVATIONS ---." PER LAVENDER `°�i I j j ) NORTH HORIZONTAL SCALE IN FEET °�- ,, - 2754 _" = _r°a -----, J °°-- -- HEIGHTS SUBD.NO. 1 ��- -� i O ICICj �-��- � - -� -2754 ---r _,°e;2753 /� � ao I y ? �\ -�� . �� 2754 °�--�_\°° - --- __ __r°°��- - Ee PRIVATE SEEPAGE BED(PSB13) PRIVATE SEEPAGE BED (PSB12) MMI EASTERLY TOP OF BANK �' i ! �P EP EP �� 1� �� e�PR O (SEE REAR YARD GRADING AND PRIVATE SEEPAGE (SEE REAR YARD GRADING AND PRIVATE SEEPAGE .oe / //Er EP EP - �� 2254�e-i CONSTRUCTION KEY NOTES MMI EXISTING FARR LATERAL �' � 0do Ee EP EP ea2755 �- -BL9CiF2- EP EP EP - EPA= i o BED PLAN FOR DETAILED GRADING PLAN) BED PLAN FOR DETAILED GRADING PLAN) °° �� Ee /� / `�PIRR -E\� EP - - EP EP EP / / O INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD-712H, �� PIRR EP EP 22 / _ - - - AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD 712. /215�IEP // / PIRR PIRR Wp s PIRR -- -PIRR - - PIRR _ R -- - / PIRR PIRR 2754� w � - _-'°` -- - _ - - c _ ' INSTALL 1 G WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. y T - 15 INSTALL 10'WIDE ASPHALT PATHWAY.SEE DETAIL ON DETAIL SHEET. 0 00 16 17 �� 21 3 - 1 1 ❑ O F- ev c i � �Q - - ` \ 18 19 1 4 INSTALL T WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. cn T N r ' / �155, \ \ 20 \ o \ BLOCK 2 BLOCK 4 / ❑ �c i 00 .e / O 24 \ 25 �I 11 10 INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD 00 - - - - - / oc / SUPPLEMENTAL SD-710C(6"THICK CONCRETE-SEE NOTE E). a O0 0 0 0 2756.71 FS/GB o 1 U. - �I h Y N / - - -- 16+97.71,34.50 R I� T 2755.93 RC �1 HEIGHTS S EXISTING AVENDER < Lli / 2756.75+ . FS/GB ? C` T ,0! �, N s INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708. ' a c� .>_ _ ac C" / BLOC1(2 - _ \ O M °o LO 16+01.42 SUBD.N0.1 / ❑ � w �? I 14 - o $ 1 cc Ln N N 2755.87 RC/LP I REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET O Uj m z0 3 2758.65 RC/PC/GB 2757.71 RC - - 17+07.71,34.50,R r. LO co 7 MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD � = 3 / -21+99.75 - - - - - \ N M + 15+88.25 ❑ 19+92.71 2 1 00 co 2755.88 RC/PT/GB \ 1 d SUPPLEMENTAL SD-303 AND SD-806. p 2758.66 RC 2758.35 RC 2758.03 RC 2757.73 RC 2757.39 RC 2757.07 RC 2756.75 RC 4 2756.44 RC' T\ 15+86.75 - 2754- � N N T I ti�h6 I 1y6/ i 22+01.69 21+32.71 20+62.71 19+98.25 \ 19+22.71 18+52.71 17+82.71 - -17+12.71 1 2756.04 RC QN •. .s .. . 1. �� 15+57.02oe 4 I / / 2758.88RC - - - - MW - - - - - - - MW 22+42.55 '• � � I � � DI 12A � DI 13A 1 / / p p 13/ 1 1 i " 2756.34 RC old \ p / STREET AND STORM DRAIN DATA N o o E. BRACE $T. o 0 0 p i p ,p758 ' J// o i N N DI 12B T o M �' - - - - _ 16+92.71 rl \y \DI 13B - PIRR - I \\12 SEEPAGE BED N0. 11 111 1 A \ 3 2759.11 RC SB 12 SG 12 SB 13 27 16.18 RC I I 2150� DI 11A DI 11B 1\ 1 122+83.27 / SG 13 r 15+31.60 \ I EXISTING LAVENDER CLSTA.25+52.74,16.50'LT,E.MAINACHT ST. CLSTA.25+52.74,16.50'RT,E.MAINACHT ST. 2758.51 RC 'MW - - MW 1 27 HEIGHTS SUBD. NO. 1 DROP INLET,ACHD Supplemental DROP INLET,ACHD Supplemental I 2758.88 RC - - - - - 2757.23 RC 2757A1 RC./� - - - - 1 21+68.25 � I / - - - Drawing SD-604A,TYPE IV Drawing SD-604A,TYPE IV s 18+88.25 18+38.25 \ 2755.87 RC/LP 2756.39 RC/PC/GB 14 TOP OF CURB=2757.47 TOP OF CURB=2757.47 22+42.13 - -2758.23 RC 2758.01 RC 2757.73 RC 2757.51 RC 2756.73 RC 2756.51 RC J J 34 12"INV OUT(S)=2754.22 12"INV IN(N)=2753.97 1 1 \ \ \ 2759.17 RC/PT/BVC _ 2759.17 RC/PT/BVC 21+08.25 - - 20+58.25- - Q 19+98.25- 19+48.25 17+78.25� 17+28.25 z 4 1 2 15+88.25 15+00 14+92.50 \ I 1 00 1 1 \ 22+94.00 -23+00 22+94.00 °C Cr Lo I v 2755.88 RC/PT/GB -- -- \ -- -- INSTALL 29.34 LF 12"PVC C-900 @ 0.85%TO DI 11 B 12"INV OUT(S)=2753.97 13 \ s 2758.65 RC/PC/GB o z o J r T ee r, ( ) 1 \ I \ \• 58 - 2E 'i Lti i - '�' C`! 15+86.75- \ \ Q INSTALL 4.17 LF 12"PVC(SDR-35)@ 0.72%TO SG 11 21+99.75 \ 0.1 o ao 2756.04 RC f \ \ Q(2oa)_�34 cfs Q(zs)=1.28 cfs 1 1 \� \ \2759.22 RC/HP 2759.22 RC/HP o z a z "' 1 M In + 15+57.14 \ \ y \ I 1 ai 1 P \ \\ 2\15.22 \ 23+15.22 i - - - - - ; L1J ;; + ari 1. I 2756.46 RC 1 \ \ /TIT\ 11 I \ a J L - o � N CO N c+o N T \ 14+88.00 \ II �s \\ \ l ) Q(1oo)=1.79 cfs oll \ 2759.11 RC \ BLOCK 10 a LL \ Q "' T T BLOCI(10 2756.39 RC/PC/GB 28,\ SG 11 SB 11 I \ \ 23+44.98 _ _ _ 2 3 4 2jS9� 1 � 14+92.50 \ \ I( \ \ 1000 GALLON SAND AND GREASE TRAP 145.0'L x 15.0'W x 5.6'D SEEPAGE BED 11 1 PIRR PIRR Lai 5 s 7 8 9 10 11 12 13 14 s �° . 2757.36 RC \ 1 \ (TRAFFIC RATED WITH 20"BAFFLE SPACING, SEE DETAIL ON DETAIL SHEET �j� _ 1 A V � (T ) 1 \ \ \ \ a \ \ 14+28.00 \ \ / \ \ RIM ISPWC DING.57.SD 62 2757.67 S � �CslsTE�K l 1 W \ \ \ 2759.03 RC/EVC a 2759.03 RC/EVC �� \\ 63.00' \ O O of \1 \ 23+54.00 \ d \ 23+54.00 6a \ 1 \ 33.00' \ Ew \ \ (MATCH FINISHED GRADE) (� ( \ 4 y 1 4 �\ \ \ Z 4 '�� \ \ 12"INV IN(N)=2753.94 I 1 o 62 11 I 1 i A 12 \ \ \ - - - - \ ` �� s \ INLET BAFFLE=2753.34 1�07/�3/�/�O 1 \ \ \ PIRR PIRR PI R PIRR PIRR PIRR PIRR PIRR PIRR 1 ° 14++00 29 \ \ 16 \ 33+00 OUTLET BAFFLE=2753.84 -1 1 W w \ 24+00 \ \ 2759.19 RC/PC/GB 1 \ 1 18"INV OUT(E)=2752.99 �� O F 63.00' 2758.00 RC/PC/GB \ _276 I \ 13+06.00 \ \ I \ ) INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 11 I 1 11 33.00' s 24+57.00 �� U 2 \ 2759.27 FL ui \ 27 3$68 00 ^ \ \ IN P 2758.42 RC BLOCK 10 BLOCK 10 \ 2759.46 FL _ I \ 2757.71 RC 1 - _ Q __ - PIRR \ 24+14.98 \ 1 25 24 23 22 21 20 19 18 17 16 15 - \ I W \ 25+08.86 1 W - - \ W \ 2757.48 RC/PT/GB Co v U. F- ` ti \ 2760.62 RC 2759.56 LIP/PT/GB �s6 /\ o J < °� 1 ` STREET AND STORM DRAIN DATA w J 25+51.24 0 v ea v c� o 0! Lri ". Ln i I I 31+87.74 � y � � \ w w � � \ ee ti oe oe o am r o r \ 30+72.74 w w 30 r 7 \ 2758.00 RC/PC/GB CV CV + Le -In U \ � 1 _ � CO 1 1 11 -- -- 2757.47 RC/LP o Cn N N r. v P v 2760.Os RC 2760.67 RC/HP 1 I 2759.91 RIC y SEEPAGE BED N0. 12 I o z 1 I 24+57.00 \ + + N Cv N C" \ \ \ z a o m 25+52.74 w ai a oo c i- 29+12.74 30+63.74 31+77.74 \ \ o 1 '+� N Ln N r 0 4 2759.16 RC \ DI 12A DI 12B U) z > 2757.50 RC/GB N N N + + 2759.422759.62 RC 2759.86 RC 2760.30 RC 2760.51 RC 2760.35 RC 2760.14 RC/GB '° 1 \ \ z ¢ o 1 / w 1 13+08.00 \ CLSTA.19+98.25,16.50,FIT,E.BRACE ST. CLSTA.19+98.25,16.50,LT,E.BRACE ST. LL z W 1. 25+82.74 N N 27+52.74 28+02.74 28+62.74 29+72.74 30+22.74 1 31+22.74 31+60.74 \ z z 1 1 \ - '�� \ DROP INLET,ACHD Supplemental DROP INLET,ACHD Supplemental � o O of 1 2757.92 RC \ �yx� \ + r r 13+00 32+00 Drawing SD-604A,TYPE IV Drawing SD-604A,TYPE IV o > II MW 2759.18 FIL I \ \ TOP OF CURB=2757.73 TOP OF CURB=2757.73 0 0 z 24+72.22 \ DI 11 A 2759.09 AC =_ 6 81 1 \ 12"INV OUT(S)=2754.48 12"INV IN(N)=2754.23 o o z \ o o o p \ \ 1.4% v _ \ 12"INV OUT 2754.23 ccCc o p _ _\ o 10+00 o E.MAINACHT ST.- o 0 0 - p - f c ° o N INSTALL 29.34 LF 12"PVC(C 900)@ 0.85%TO DI 12B O= o Lu > o 0. _ 1 1.5/° o vl \ \ o = � Lu - -�� - -C �; ++ +�\ - -++- - - - +I 2759.91 RC / INSTALL 4.17 LF 12"PVC(SDR-35)@ 0.72%TO SG 12 y w o 1 \ f N N 2759.15 AC N f �N o M o N + \ \ \ Q(zs)=1.02 cfs $ II I \ 2757.69 RC DI 11 B \ 2759.21 AC "' - I i "' "' 12+58.00 '¢ Q(�oa =1.42 cfs Q(zs)=0.62 cfs a o o w \ 25+12.94 -O� �h�- 0.4% \ \\ Q ioo)=0.87 cfs o LU c: 2759.61 FL I EXISTING LAVENDER �W LU 1 v I \ \ 2757.48 RC/PT/GB / ` 1°° HEIGHTS SUBD.N0.1 � o 25+51 22757.47 RC LP' - �-2759.14 RC o 2759.54 RC 2759.79 RC 2759.99 RC s W / - 2760.51 RC/EVC \ \ o SG 12 SB 12 a 1 \ 1 \ 1 2760.43 RC 2760.67 RC/HP 2760.40 RC 2760.07 RC 1 19 \ 1000 GALLON SAND AND GREASE TRAP 94.0'L x 15.0'W x 6.0'D SEEPAGE BED i z 1 BLOCK 2 / SG 11 m � 26+95.68 ----- 27+83.74 28+43.74 28+93.74 12+18.00 \ (TRAFFIC RATED WITH 20"BAFFLE SPACING, SEE DETAIL ON DETAIL SHEET °C 1 \ 25+52.74 \ c+ cs °O 1 2758.92 FIL 30+03.74 30+63.74 31+13.74 31+77.74 \ (T ) o _ C" 2759.21 RC/PC/GB 2759.50 RC/PC/GB 4 2750.23 RC 2760.63 RIC I ---� ISPWC DWG.SD-624. Lila o 1 10 \ \ � 00 av z r L6 2758.85 FIL w w 2760.14 RC/GB 2759.78 FL - T-- 1 \ \ J w M = 1 I A 00 C° v ¢ 1: N 27+00.74 27+73.74- 29+53.74 2759.86 FL 12+08.00 RIM=2757.87 W 2757.84 E q o M co + 2758.88FL BCR=20' 31+60.74 } } ,• O' O oz 11 2759.82 LIP/PT/GB \ Ln m C.i Co 2758.85 FL 1 \ 27 s (MATCH FINISHED GRADE) 1 w \ r- Ln + N N 2758.79 FL 2759.00 RC/PT/GB I \ -2+00 \ \ 31+00 12"INV IN(N)=2754.20 N N Ln o z 2758.76 FL 10+36.50 \ � 31+87.74 BCR=20' 2760.71 RC/HP al \ INLET BAFFLE=2753.60 EXISTING ASPHALT PATH j\ I `� C� C "' BCR=20' 2758.85 RC/BVC \ �� 1 2760.28 RC/PC/GB �� a 11+90,92 I OUTLET BAFFLE=2754.10 PER LAVENDER g 2js6 2758.97 RC/PT/GB 7 10+44.50 8 9 - 10 \11 #2 \12+33.00 13 14 33 I I 20 \ } } 18"INV OUT(W)=2753.25 HEIGHTS SUBD.NO. 1 1 1 a w 10+36.50 11t00 2757.92 RC/EVC \ - - - - 2760.51 RC/EVC I -- -- - co 1 1 \ 2758.85 RC/BVC -+ 11+04.50 \\ \ 1 / 12+18.00 2 4 / --+-- ) INSTALL 5.0 LF 18"ADS N 12 HP @ 0.00%TO SB 12 ■ 1 \ 10+44.50 \ � \ \I 2760.71 RC/HP _® - 11;R O 1 \ \ \ a 11+90.92 2757.92 RC/EVC 41 6 \ BLOCK 4 \ __ I __ __ 2760.41 RC/BVC _ 2760.41 RC/BVC I ��1 21 \ s\ 11+04.50 _ = _1=== = PIRR PIRR t PIRR PIRR 11+58.00 11+58.00 BLOCK I / / 275s.83 RC/BVC W 2756.83 RC/Bvc 34 = o f STREET AND STORM DRAIN DATA Z ` \ \ -- 1 2750.05 RC 2760.05 RC / r f 5 SEEPAGE BED NO. 13 \ 9 8 11+49.50 C! 11+49.50 11+38.00,16.50 L / \\ & \ \ \ 4 y 4 1 11+38.00,16.50 R-- -- BLOCK 3 ` - - _ _ BLOCK 3 EXISTING LAVENDER BEGIN CONST. J + + BEGIN CONST. DI 13A DI 136 ��/� 63 0\ 2755.95 RC/PC/EVC 4 3 \ 2 I 1 HEIGHTS SUBD.NO.1 (MATCH EXISTING) 11+00 (MATCH EXISTING)/ / / 30+00 CLSTA.15+88.25,16.50,FIT,E.BRACE ST. CLSTA.15+88.25,16.50,LT,E.BRACE ST. ca \ � �9'\ \ \\ 33.00' \ 12+09.50 2>S w 24 / DROP INLET,ACHD Supplemental DROP INLET,ACHD Supplemental \ \ \ FUTURE POOL 9 >1 �� / + + \ Drawing SD-604A,TYPE IV Drawing SD-604A,TYPE IV 2756.35 RC ¢ i 22 / TOP OF CURB=2755.87 TOP OF CURB=2755.87 z 1 2755.59 RC )1 \ ea PIRR PIPP-- PIRR 12 00 12+74.14 14+60.25 \ / _ \ , / EXISTING LAVENDER / \\ 12"INV OUT(S)=2752.62 12"INV IN(N)=2752.37 Q Q 2755.95 RC/PC/EVC 2755.43 RC/PT/GB \ c�� HEIGHTS SUBD.NO. 1 / �2756.44 RC 2� a INSTALL 29.34 LF 12"PVC C 900 @ 0.85%TO DI 13B 12"INV OUT(S)=2752.37 12+09.50 -- -- 13+03.75 \ S8 N 15a ( ) p z FA 14+72.57, 16.50'L o ai 1 2 10I=1.43 cfs INSTALL 3.55 LF 12"PVC(SDR 35)@ 0.85%TO SG 13 = Q 2755.42 RC/LP 2755.62 RC/GB 2755.95 RC o ____ __ __ i / BLOCK 2 4 END CONSTRUCTION 1 Q(ioo)=1.99 cfs Q(2s)=1.48 cfs = Q M - 13+05.25 13+50.25 14+00.25 PIRR x 0 \ 6 MW - - - - (MATCH EXISTING) / \ 23 \ 1 a Q(ioo)=2.05 cfs ,° Fp \� \ �•• 1 r � � \\ ; % SG 13 SB 13 Q o EASTERLY TOP OF BANK ° +z \\ / \, 1500 GALLON SAND AND GREASE TRAP 176.0'L x 15.0'W x 6.0'D SEEPAGE BED C4 - c j EXISTING FARR LATERAL �\ FA \ DI 10A J (TRAFFIC RATED)WITH 20"BAFFLE SPACING, SEE DETAIL ON DETAIL SHEET p ACHD STORM DRAIN \ p a1 ) I 151 158 2] 275 l 5 o E.PHENOMENAL ST. p f c o o �- -2 o E.PHENOMENAL ST. p �2 f o \ 5 0 29+00 ISPWC DWG.SD-624. M(1/\ - -I +11- - -� 7 + _o o i 16+43.45 0 - - o p 8\_ _ o �f 7 _ = LLJ Q \ \� EASEMENT \ M \fi�11 f � ; - f �- - - 10+00 f °° ^ ( ), ( ) - -+I- - - -+�- - RIM=2756.00 W 2755.98 E DI 10B �T ) �T T T T \\ Cl) L (MATCH FINISHED GRADE) Cz w UNPLATTED ��pep '° - - z - - \ - -- + 12"INV IN( =2752.34 CD INLET BAFFLE=p OUTLET BAFFLE 2751.74 24 ~ 2755.27 FL 2755.62 RC/GB 2755.97 RC- 2756.44 RC \ _ ___ _�- 18"INV OUT(W)=2751.39 ep \ I 14+72.57,16.50'R 16+00 \ INSTALL 5.0 LF 18"ADS N 12 HP @ 0.00%TO SB 13 \ �. ep -12+84.24,15.67'R o 1g9g° 13+50.25 14+02.57 4 - \�\✓ \ SG rp 2755.50 RC I END CONSTRUCTION -- -- �275¢ INSTALL SIDEWALK 1 N �� (MATCH EXISTING) s \\ �\ITH 6"CONCRETE � .. / 13+22.57 s �\\ W STREET AND STORM DRAIN DATA 2755.21 FL ep �l \� 2755.42 RC/LP ,12+95.36,15.67'R ep 1 EXISTING LAVENDER ) \ �' 2� 13+05.25 W SEEPAGE BED NO. 10 _ ep s¢ - - - - - r �� INSTALL 14'WIDE GRAVEL ACCESS ROAD �\ 2755.43 RC/PT/GB I HEIGHTS SUBD.N0.1 ) o W DI 10A DI 10B (10"OF 3/4"MINUS ROADMIX 2�s \ �� \ 4 BOCK 2 "� 28 \:�� 13+03.75 - I w 00 � EXISTING LAVENDER o, CLSTA.13+05.25,16.50,LT,E.PHENOMENAL ST. CLSTA.13+05.25,16.50,FIT,E.PHENOMENAL ST. OVER COMPACTED SUBGRADE) �\�\ ep sue\ea \ 1 3 z HEIGHTS SUBD. N0. 1 DROP INLET,ACHD Supplemental DROP INLET,ACHD Supplemental �� o \ \ BLOCK 2� I n BLOCK 1 Drawing SD-604A,TYPE IV Drawing SD-604A,TYPE IV � � \ep \ LF" I�I N 4 5 6 7 8 � \ TOP OF CURB)2755.42 TOP OF CURB=2751.92 EXISTING ASPHALT PATH --``\ Ep \�Re I I N 12"INV OUT(S)=2752.17 12"INV IN(N)=2751.92 - \ � W. 12"INV OUT(S)=2751.92 PER LAVENDER \ �\ ep \ I /15�00\ I \ s6 INSTALL 29.34 LF 12"PVC(C 900)@ 0.85/°TO DI 106 \ t \ PROJECT N0. 21 0216 LH3 INSTALL 32.71 LF 12"PVC SDR-35 @ 0.67%TO SG 10 HEIGHTS SUBD. N0. 1 ` ep \ ,2> \ \ \ Q(2s)=1.66 cfs ( ) QOoo)=2.33 cfs 0(25)=1.10 cfs \'°° �\ ep 56 \ DWG FILE C.200 TEMPORARY STORM DRAIN POND- a Q(ioo)=1.54cfs \�� ep Fe \ PER LAVENDER HEIGHTS SUBD. NO. 1 1 ) ) DESIGNED BY BT (TO BE REMOVED) 7- - \ ep 1\ _ _ I _ _ I \ DRAWN BY JTA SG 10 SB 10 \ \�\ Ip - --- __ - PIRR _ PIRR PIRR PIRR ) 1500 GALLON SAND AND GREASE TRAP 127.0'L x 15.0'W x 7.5'D SEEPAGE BED \'°° '��\ _ \ - - _ 275g� ) CHECKED BY BT (TRAFFIC RATED)WITH 20"BAFFLE SPACING, SEE DETAIL ON DETAIL SHEET - - ISPWC DWG.SD 624. \ j, - f 21;, _ ISSUE DATE 07/23/21 RIM=2755.50(N),2755.44(S) EASTERLY TOP OF BANK \ �\ _ I HORIZ.SCALE AS SHOWN (MATCH FINISHED GRADE) EXISTING FARR LATERAL \ ? Sr - _BLOCK 1 9 VERT.SCALE AS SHOWN 12"INV IN(N)=2751.70 I S 3 INLET BAFFLE=2751.10 \ 6 2757 J 7 OUTLET BAFFLE=2751.60 18"INV OUT(W)=2750.75 \ \ 0 �I 14.�\00� \ � � � _ _ _ ( 12 Cm200 INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 10 \\;, �, ?a I a SHEET 2 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.200(Street and Storm Drain Plan).dwg S. GLENMERE AVE.AND E. PHENOMENAL ST. - PROFILE 2770 m 2770 = PVI STA:10+74.50 ¢ ¢ PVI ELEV:2758.72 a c K:35.33 Q0 w LVC:60.00 PVI STA:11+79.50 z z w ¢ PVI ELEV:2756.19 0 CID o� LO rn Ln o K:32.24 z o 'T U0 o u° LVC: Y 2765 + �U) T o N + N _ z w > z 2765 + CJ LU r w o o co O 0C p N U U � T in CDa. m O � II + 1S° U m U w v 'n to o LO w 0 >p N m W + N + N � Q N W r CO W II II r U U ti . C3 ■1 > C!J ' C ' M � NO CjL ¢ W U aO Cl w O h U O Cn W 0>G w + N O� � N O� N r II + ^ ,� ,n r-- T T 2760 00 II ''' CO I co N II II 2760 w °� 0.71% ter; II > II Qw O ~ N E _ GIB � U Q m C ---__ `" II > EXISTING GROUND c~n w o 2.41% W N w AT CENTERLINE J ao 00 > FINISHED GRADE - Q67%-- - --- a Y o _ 0.55% 0.44%_-- ------- - i AT CENTERLINE -- ---- ' ¢ N_ 2755 2755 O Uj p z 3 PC:12+09.50 PT:13+03.75 EXISTING GRADE AT 6"PI(12"SLEEVE) 6"PI(12"SLEEVE) CENTERLINE PER Z l 3 �12"SO (C-900) LAVENDER HEIGHTS o �� e N o� �aO co 0, tea, N MN o SUBD.NO. 1 r a; as 00 ao � eo eo to bi,,; Iri Ln W; L6 eo eo C6 reJ�, reJ u, LJ U) ua u, M u, M U') M U-) ua,n ua 0 ua L) Ln Ir r� Ir r� r ti Ir r� r4 C j N N N N N N N N N N cmN N N N N N N N N 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 S.SACHET AVE.-E. BRACE ST. - PROFILE -STA 9+50.00 TO STA 21+00.00 2775 2775 PVI STA:11+88.00 o z PVI ELEV:2761.04 C�� CsZSTE1�� K:18.04 2770 m = LVC:60.00 �W 2770 z � c HIGH PT. o �; � w zo STA:11+90.92 z ± °r z o �' N HIGH PT. N N o � cs mC-D ELEV:2760.79 c", ui �J�MI N P W J CD m m O O Lu w Y or S Q O M O co cm W Z 2765 ; J CM0 + "' + Lo m 0- 2765 U + ti T II TN w LO co O _ N II > II o r- m ON LnN II II HJ II ] cc 00Lo of w J p 007 to 00 ¢ W En w ~ J U' + N ' OW ~ J ¢ + 1� LO H J w W O r N r2') = U W 0 p LU N o r- v) w 1!) 1� II aD _ cn II II N N � II > 00 � � oz > II II _ + LO Q J + ti zo_cc � m H J ¢ W 1.8 - 4 N w r N U ¢ 2760 "' W-cn w _ - -- _ II II II 2760 z ¢ O ---- ----_ 50% Q w EXISTING GROUND cc zo z ---- _ w w �' "' AT CENTERLINE "' J O U U ---- - - 4" CD(8"SLEEVE) - 0.54% -- ------- o w z EXISTING GRADE AT -_ --' o m m CENTERLINE PER ---- ------- o z w 2755 LAVENDER HEIGHTS N co 12"SD(C-900) 2755 z om w c� SUBD. NO. 1 T PT:15+86.75 FINISHED GRADE < m zo 0 AT CENTERLINE o cn U N 12"SO (C-900) cD m LU LU V N M in Lo M r V c0 c0 O r r N + co O O M O co co L, O I� O r_ T V M � N QJ W N V O I� � () � N Ln V M V O O M N O M N a0 O r �, M cD O I` N 11') �,r cD a0 QJ O M CO V O V N a0 O O Q z 00 00 m O O O r O O Q7 0i ao 00 1� ti r � O CO {O CR {O u'i {O cD {O O CO {O 0D r ti ^ r r- r ti O m D: J u� u� u� i0 c0 i0 c0 i0 cD LLa u� ICJ um 1N um Ya Ln cj La Ln M u� Ya Un Ya�n Ya�n Ya�n La�n 1N u� La�n La�n Ya u� IC!rn J r- r- r- Ap- Ap- Ar- Ar` Ar` nr` nr` a- nr` nr` nr` nr` nr` nr` nr` nr` nti nr` nr` r � N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N W Q C) LU 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 "' oz M O Z Z E. BRACE ST. S. PEAK AVE. E. MAINACHT ST. - PROFILE -STA 21+00.00 TO STA 32+50.00 O 2775 2775 PVI STA:23+24.00 PVI ELEV:2759.41 K:38.78 LVC:60.00 Z w a 2770 CD cn 2770 o N HIGH PT. o r Y w Q O w r w J L m STA:23+15.22 w w � m v w c± `^`r HIGH PT. M N Y m z = p w cQn O m `" ; ELEV:2759.30 `� w � Y m "' ¢ oC w J � ¢ z w L> M � w m w Q O M LO CD > y Q Q m w W o_ m OC N cn c co U N O 0 LJJ Q LU W V O N CD + � NC\j N la) 2765 N ch ti a) 1� v, " II co ti . C j r- 2765 W U') V"l l2 0) ' cc 'i N M O II + ti I- GM 6 ~ CD + ~ O N cC)to � Lf) O � N J M N + ILO ` II > O + LO 00 CV N O O 00 -: Lf) C"i X� ti CO r+ N N II U W II II N N Q W NN II > + �LU r- � N � � ONo � N II II > H � ch II wEd II II w `� N N II N N N N EXISTING GROUND � J �' W N W c~n w W > m II II II w II > m w _ rJ J ; w II AT CENTERLINE 0.40% --- 0.55% 2760 U) w ° ---- ---------- _ 1.54% 0.55/0 ---- U W 2760 - _-- -- �36% ----- ----- ---------- 0% 55% _----- ---------- - _4•�---- W PT:25+51.24 FINISHED GRADE AT CENTERLINE N 4"PI(8"SLEEVE) 2755 2755 co, Uj CDN 12"SD(C-900) + 44 N + N N � + d a. U -IT N U d O^ M M O A O l{a N LLa Ya N A co N O 00 OD Of QJ Of M QJ r Of Of M Ma W w O N co ICJ N n N O co N r r r iD co r ap 00 G0 IH n Q:N /0� N N a V /0� aO OR O r N r V ID r ua� N r iD r- ao CO 40 00 Q)00 Q7 0j al 0j ao 06 a0 ^ A r. r � n CO 06 co QI M QI M QI M QI M O p O p O p O r O p O p Q/Q; ua cr) ua u•J ua u•J ua u-J LO LO ua LO ua rn ua rn M rn M rn va rn M rn va rn ua rn va V) IG cn Coco 10 cc O c0 O cc 40 CO oa rn rZ r- A r- A r- A r- A r- n r- A r- A r.- A r.- n r.- n r-- n r.- n r.- n r- P. r- n r- n r.- n r-- r r- n r.- n r.- r r- N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NI PROJECT NO. 21-0216-LH3 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50 DWG FILE C.201 DESIGNED BY BT DRAWN BY JTA 50 25 0 50 100 CHECKED BY BT ISSUE DATE 07/23/21 HORIZONTAL SCALE IN FEET HORIZ.SCALE AS SHOWN 5 2.5 0 5 10 VERT.SCALE AS SHOWN VERTICAL SCALE IN FEET Cm201 SHEET 3 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.201 (Street Profiles).dwg ' k ti15� I I Ij GRADING PLAN / I I SCALE: 1" = 50'-0"HORIZONTAL MATCH EXISTING / 2>s I 75 50 25 0 50 100 EXISTING 10.0'WIDE 3.1 MAX.SLOPE / Ee y ASPHALT PATH ' �/� � y p I � I PRIVATE SEEPAGE BED(PSB13) PRIVATE SEEPAGE BED(PSB12) crvi-ATioNs PER LAVENDER mot°°/ ' //�i / III (SEE REAR YARD GRADING AND PRIVATE SEEPAGE (SEE REAR YARD GRADING AND PRIVATE SEEPAGE NORTH HORIZONTAL SCALE IN FEET °e- -- _t 1 BED PLAN FOR DETAILED GRADING PLAN BED PLAN FOR DETAILED GRADING PLAN MATCH EXISTING - 2754- _ --°a __ — � HEIGHTS SUBD.N0.1 � ) ) °e- 3:1 MAX.SLOPE ,s�T / - - -�-- --�__ 2754 -- � - 2754 -- -----,°e--- — 75. \ C a _ —' 2 ° MATCH EXISTING --me— � � EP —�P �� —� ��/ 27 O/ 3:1 MAX.SLOPE 2� efiF �P r — �e- 54£p—/ MATCH EXISTING GRADING CONSTRUCTION NOTES I / '`�,' Ee \� — ----__ __ — E�� EP --2�_ EP EPA/ 3:1 MAX.SLOPE 1. PRIOR TO COMMENCING SITE GRADING OR FOUNDATION EXCAVATIONS, ALL BUILDING AREAS AND FILL � — — — EP EP EP —i �� 4 � / ,/ -------- ------ - 2755---------_--4------ 22 - - AREAS SHOULD B STRIPPED OF ALL DEBRIS,VEGETATION,AND UNDOC MENT D FILL. 1o5 _ E D E E L ----- — / 2. FILL PLACED TO DEVELOP BUILDING PADS SITE GRADING SHOULD MEET THE REQUIREMENTS FOR/ 21 -� --------- 2757 2756 --------- -- -- - e° ----- - _ ------------ — ---- 2754' " - 2753=———— — = w'° —_ — — -- -- __ _ GENERAL FILL.GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR 2758- _ _ _ _ ------ --------- i --_ ---------- -- ---- ---- - — — — — i - --_ -- -------- - --- / --- - -- ----- - 2754_ 2753 -- __ ____-- — _ - T APPROVED BORROW SOURCES.GENERAL FILL SHALL CLASSIFY ACCORDING TO ASTM D2487 AS GW,GP, o _ \ --- _- _ _ __ _ ___ 7 GC,GM,SW,SP,SC,SM,ML,CL(OR COMBINATIONS OF THESE SUCH AS SP-SM)MATERIALS.IN ADDITION, O0 / �/ / / 15 — — is 17 21 O — T 2756 T_ 1 THE GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 4 INCHES AND SHALL O N r E �` ' �e / — — 18 19 a I BE FREE OF EXCESS MOISTURE,ORGANIC MATTER AND DEBRIS. en T N \ \ 5 6' o I� ` BLOCK 2 BLOCK 4 / o ti CO 0 iZ75 I ` \ r F 3. MATERIALS THAT ARE FROZEN, CONTAMINATED, CONTAIN EXCESS MOISTURE, ORGANIC MATTER (SUCH m O0 \ — — — — O sl ` 24 \ 25 11 16 AS STRIPPING OR ROOTS TRASH,DEBRIS,STONES LARGER THAN 4 INCHES,OR THAT CLASSIFY BY ASTM J °O > 27 ` �I o D2487 AS CH,MH,PT,OL,AND ARE NOT SUITABLE FOR GENERAL FILL. a Y — o / / r NI AVENDER � L 55 EXISTING L 4. AFTER THE REMOVAL OF ALL VEGETATION AND PRIOR TO ANY PLACEMENT OF GENERAL FILL, THE > BLOC�(2 — — — — — °O \ O 11 ` HEIGHTS SUBD.NO.1 Q N i — — , U') \ ` I / EXPOSED SUBGRADE SHOULD BE UNIFORMLY SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES, p w X \ N \ ti \ z 3 14 / ` \ � � — `�' \ 1 1— c\j W o ' 1 I � 1 I I I I MOISTURE-CONDITIONED AS NECESSARY,AND COMPACTED TO A MINIMUM OF 95%OF THE MAXIMUM DRY O w m O 3 DENSITY IN ACCORDANCE WITH ASTM D698. � co \ \ I d 1 A 1 5. AFTER SITE PREPARATION IS COMPLETED,GENERAL FILL SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSE O k h h r N HORIZONTAL LIFTS AND COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY AS DETERMINED 1 2756 � I 1 _ 2754- i N N N I I 1 1 \ N BY ASTM D698 - STAND PROCTOR COMPACTION TEST. EACH LIFT AT EACH BUILDING PAD SHOULD BE 1=6 ` MATCH EXISTING / ' \ I DOCUMENTED FOR DENSITY. I I l / d• . \ •. .s .. . s 1.• �� 3:1 MAX.SLOPE 6. ALL EXISTING IRRIGATION DITCHES, TEST PITS, FOUNDATIONS, AND DRAIN FIELDS SHALL BE mi RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.DI 12A /I 1 \ DI 13A I / / 13/ / PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER 1 / v N y o o E. BRACE ST. o y o / / o y o / ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. I - - +- - - �+� - - -- -- - I —�—— 2 T T \ 2756 DI136 \�11 III �I 15g i �� 2758 DI12B 2T5T TICj SB 12 SG 12 \ SB 13EXISTING 215U� 27J. HEIGHTS SUBD NDER / r. r _ _-_-=--------- NO. 1 N j— — - - - - - \ � \ — I\ \ 1 1 11 rl \ � j M 14 \ I I 34�00-------�--------- — - - - 15+002523+00 ------ ------- ----- ------�------ -- -- ------ 1 I \ 13 �1 � 11 1 \. � t � •° II I \ I \ \ f m I 1 s\ II I _ I \ III I• \ s \ � J 2758 w I � III 1 � 28, 15 1 1 \ \ \ II I \ � IW \ III 1 • � \ \ \ \ BLOCK 10 1 2�59 BLOCK40 1`' \ \ I \ \ ON AL 1 \II \ \ LU 2 3 4 5 6 7 8 \ 9 10 11 \ 13 14 s `L 1 \ �j� �1J 1 1 I ---------- -- - -a- - v A A \ v v �� GZSTE �l � � � I V I I 1 v III II I. •• v A V / V v �� ' W of \II I �' �� \ \ � I I I � � \ i / W l W yI\ 1 s' I \II \12 \ \� \ \\ - - 1 iI \ \ \ s6, �1 >s \ \ I �o o 11 ( 111 2759 �1 2759' r\ 14+00 29 \ u 16 \ 33+00 \ al \ \ \ 24+00 A ii \ 1 \V iii \ \ /�1\ v �� OF g�Il \ 1 \ \ t I \ II I � I I111 III II 'r � I s• I IN BLOCK 10 \ 1 BLOCK 10 MATCH EXISTING \ \ \ +\ + 1 26 \ 25 24 23 22 21 20 \ 19 18 17 1 11 16 15 — — \ I 1 I I I 1 III I \ �� I \ I � � 3:1 MAX.SLOPE 1 \ W I A V A V I v ` LLI x v s� � w 2760 it vv �1 \ /A\ v � � � a o " Coll) 31l v 17 z o 1 1 ------------- — z �'� \ 3:1 MAX.SLOPE ETCH G \ z a m III w I I I \ \ r. �� sO \ z wzz LUO - I 13+00 — — �I s \\ 32+00 °C > E c O o � z 11 III d 1l I \ \ \ y DI 11 0 150 \ 5°�o o 0 2760 o \ o 2� �� \31 1 \ \ U- o oz \ ti1 10+00 o E.MAINACHT ST. o f 1 y o 6 sy o u, > EL N - - -N NI - -, - N - - - -� +� M O\\ N + \\ \\ /\ — z oC w U f _ \\ c "' Q a Op z w SG 11 SB 11 ,�� 1 2 EXISTING LAVENDER \\ = I w LU ti �G HEIGHTS SUBD.NO.1 \ m cn d, N N N1 , / \ / / — O- 19 1$� 1 II rn BLOCK 2 ------ ------ ----- 2jS \ \\ 27 1 \ 1 �Iuii 27 2+00 \ 31+00 61 ---------- -------------- BLOCK 3 �' • _____11 0 7 9 10 1 w 13 14 1 I 20 \ } } 1 - t - - - ------------ ------- ------ -- -- --= -- -- CO 11 ----------- ------- -----/--------------- --+-- ) • 1 \ \ 'N \ ` MATCH EXISTING W 6 2759 — I 3:1 MAX.SLOPE 6o I �� BLOCK 4 / W 1 1 \ \ \ \_ I_ \ BLOCK 2 21 34 / / o CD �`� 7 -- \ 275 f \ 2 BLOCK 3 \ _ 8— — BLOCK 3 T T _- J / 0 EXISTING LAVENDER � I / 5 4 3 \ 1 HEIGHTS SUBD.NO.1 11+00 / / 30+00 24 \ I FUTURE POOL 2 I "' 7° / 22 I \ \ 2759 , MATCH EXISTING = / / { 0 FP \ 2759 12+00 w \ EXISTING LAVENDER \ \ / e�� HEIGHTS SUBD.N0. 1 / \ \ \ 3:1 MAX.SLOPE a 2757 \ \ I \ _ I -� -- ------ ------ --!---- -- 1 / = Q z \\ \` \ \ ` BL , / , \ 2756 \ \ — — 27$ - I ---- ° r-- \ 1 N Q ♦�\ `��` \ \ 6 i i o \ — --1--- i \ 23 \ N h a \ \ \ \ 1 7 � \ \ J CD \k MATCH EXISTING y Q \ 2756 ' ' / _ — — 3:1 MAX. SLOPE ' — — > DI 10A � / �� I \ , o E.PHENOMENAL ST. o_ _ 16+43.45 o - f g y 8 \ p Q \\ Fp \ 2�56 I 757/ 758 2j `275j �� T� I o f 2 E.PHENOMENAL ST. 0 2 s - g -[ 1 29+00 \ = w 0+00 \ T,_ T DI V, r 2LO j> \�r S / rI CD CD EXISTING 10.0'WIDE 9 ASPHALT PATH \ PER LAVENDER \ EP — \ r SS 16+00 _ �.�, � 2754- \ \ / ° lSG I -- -- 1� I � N / CC HEIGHTS SUBD. N0. 1 �\ �� \ �\ \ r rp co 1 V �� W "0 N MATCH EXISTING �i / 1 I zp 3:1 MAX.SLOPE } } 1 I I I k BLO K 2 -- � - — — — — 1 EXISTING LAVENDER 1 \ EP l \\ l - - - - - I co / / HEIGHTS SUBD.NO.1 r- 1 ^ 1 I W O ti 1 cA \ \ oB \ \ ��h FP I 4 — BLOCK I 2a 3 N z � OLO�K 2� �� I j D \ BLOCK 1 \ EP 2�56 $ "�'1 4 5 61 1 7 8 \ �s MATCH EXISTING �.\ FP \y ,� /15t00\ i \� \ PROJECT NO. 21-0216-LH3 3:1 MAX.SLOPE FP \ \ 2j tiT 11 / \ \ EP DWG FILE C.300 DESIGNED BY BT EXISTING TEMPORARY L STORM DRAIN POND \ `\^ `EP `I — _ / / r \ DRAWN BY JTA PER LAVENDER HEIGHTS � 40 \/ - \ — — — — —2758 / CHECKED BY BT SUBDIVISION NO. 1 \ \ — — \ �1 � � � ISSUE DATE 07/23/21 (TO BE REMOVED) \ l HORIZ.SCALE AS SHOWN _BLOCK 1 g VERT.SCALE AS SHOWN \ -2757 / r 00� — I rr 12 C0300 SHEET 4 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawil-Construction\21-0216-LH3 C.300(Grading Plan).dwg �di / 2754.04 EP/GB ij1�5� I 2753.86 EP/GB %\\ REAR YARD GRADING AND PRIVATE SEEPAGE BED PLAN 17+07.71,226.07"R 116+97.71,231.58'R (MATCH EXIST.) �� I � I (MATCH EXIST.) r� SCALE: 1" = 20'-0"HORIZONTAL I 30 20 10 0 20 40 2754.12 EP/GB \ UNPLATTED 17+07.71,217.64'R / \\ 11� CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET EASTERLY TOP OF BANK / NORTH Cj EXISTING FARR LATERAL ` �`p0 // \ 2753.78 EP/NG mij 2754.02 EP/GB 416+97171,217.64'R a 2754.18 EP CONSTRUCTION KEY NOTES � / 2754.28 NG\_ -- - - 2753.93 NG INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD-712H, CO) / ' 'Ee k1' °% AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. � T EXISTING ASPHALT PATH �'tp0 ��/ % / O 2754.01 NG INSTALL 10 WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD 709. w °O i / i 0 Ee / 2754.19 NG / / / I O F eel 0 0 PER LAVENDER / i/ / i r2754.07NG cn / ee '�i EXISTING BLACKROCK ❑ T C6 HEIGHTS SUBD.NO.1 pe / �% / > �' I $ INSTALL 10'WIDE ASPHALT PATHWAY.SEE DETAIL ON DETAIL SHEET. p ti O0 = SUBDIVISION J 00 m ECINSTALL 5'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. a m 0 mo 2756.78 FG/GB�- 1.6 I w INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD Q N 2753 - SUPPLEMENTAL SD-71 OC(6"THICK CONCRETE-SEE NOTE E). O w / / 2754.40 FG/GB �� I I O Lii m z0 3 i % \ / C." I © INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708. M 2 3 c --- �do / \Ep' ` / I INSTALL NYOPLAST 8"DRAIN BASIN INSTALL V-DITCH (1'DEEP) INSTALL NYOPLAST 8"DRAIN BASIN ❑ REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET o 2753.95 NG / } / 2754.07 NG 7 MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD / ;�� 2754.34 FS/GB �// WITH DUCTILE IRON GRATE WITH 4:1 SIDE SLOPES,TYP. WITH DUCTILE IRON GRATE SUPPLEMENTAL SD-303 AND SD-806. I RIM = 2752.36 16+97.71,151.50'R I W I RIM = 2751.68 _ 4"INV OUT W = 2750.53 �'� 2754.52 FS/GB / z ( ) 4"INV OUT(W) =2749.85 2757.01 FG/GB 17+07.71,151.50'R z _ / z zz - EP / / � N Z z z Z Z z z Z Z Z Z m C7m ii N 2754.62 FG/GB + o 'T � co co � co co c r o rn rnrn C'jN o / � L ^ NN ---- - - - 22 2756.78FG/GB� ° sr7 I - -� -- -- - - -- - -- -- -- -- - -- - - - - - - - - - 19.6% 2.0% 18% 0% \•7a_� o - \ N w 't"' 2753.74 FG/GB L6 2753.33 FG/GB ao.----- eo ----- o - _ _ - ___ _ � 2752.66 NG _ -2752 2754.48 FS - --- ---------------------------------- a",_- _ - -- -- --- -------_--m�___- ------ _ i I 2752.33 FUGB -- rae-2753 -- a - ,oe- - - --- ----------------------2752- -y�------- ---------------- --- _ 2754 2754.09 FG/GB �_ -5- -- -.--..-. .-...-...-.. -... o ) - - -�- PSB 12- -- 2751.66 NG/FL -I p% _ _ _ - _ - -__ =2751_ - - - - PSB 13 _ 1 _ 1 2753.33 FG/GB v °' \ -2752.66 NG- - - - - - - -2751- - - - - - _ 2757.37FG/GB \ 2754.64FS 8.0% - _� __---2754----------- --2753---- - - -- ------------------------- - - ---=2752=--=-�------------------------------ --- X 2754.54FG/GB \ ------__ 0 2754 0 2753- - - - - - - - - - - - - - - - - ------------=� \ 2752.74 FUGB - - - -- - - - - - -2754- - - - - - - - - ----- -----------,---- \ ------- _ N 2755 O 1 `\ 2753.74FG/GB - -°' - --- -2756_ N -2755-_ --- ?�S `\ \ \ 2756.22 FG/GB 2756.16 FG/GB ----- 2755.80 NG --�2756.33 FG/GB -------- � -��----- I 21 S --- v 3:1 MAX.SLOPE(TYP.) 2756.92 FG/GB YN AL 3 w 1LO LOv I ��Cjs rE��r IJ- W 1 vv `�' \\ BLOCK 2 I BLOCK 4 CLOrl_I vv 24 \ 25 I I T 1N P. \ c v a2 �ae �ae �ae \ 2755 \ I. O o o o c0 h \ N N N \ N O O C O Ln h 3 E I N N o EXISTING LAVENDER \ \ W \ \\ \ I HEIGHTS SUBD.NO. 1 LL LU 1 \\ ICDo LULU LU CD J S 0 \ \ \ Ir O oIZ - 2756.71 FS/GB \ \\ \\ I 1 W z z - - _ 16+97.71,34.50'R W \ ` I LU o z 2756.68 FS/GB \`\ \\ II � >o U 2756.75 FS/GB 16+92.71,34.50'R \ o z \ 17+07.71,34.50'R W 1 w \ �2756.60 FS/GB \ \\\ \\ I 1 ^ LL o CD\ 16+73.25,34.50'R ` L 2756.66 FS/GB \ 2756.16 FG/GB zor 2757.36 FG/GB 2757.01 FG/GB 2756.51 FS/GB 2756 \ `\ - - -2754 - - a o z co 17+07.71,29.50'R 2 \ 2755.87 RC/LP t o o w _ _ - \ 16+73.25,29.50'R I LU 2757.07 RC 2756.75 RIC - - 2756.73 FG/GB �} `\ 15+88.25 I o LU z _ 4 - �/ 2756.42 FS/GB \ 2755.88 RC/PT/GB I z LU LU 0) - 1 w o ° 16+73.25,24.50'R \ \I 15+86.75 a z 18+52.71 17+82.71 - 2756.78 FG/GB _--� - ` \ 1 o ° 2756.22 FG/GB ° 1 o J � MWf o- ° ° LU a o 2756.33 FG/GB 2756.92 FG/GB I 2755.80 NG/GB LU CO2756.44 RC 2756.34 RC / 2755.93 RC 1° 1.7% 2.7% 2.7°% z x o 17+12.71 16+92.71 W 16+01.42 \ I / i \ \ oeoo\00000 2755.99 FL DI 13A a _19w0 i 2756.72 FS/GB 2 7�° `"�I 2755.60 FS/GB / 2.7% 2757 1 \ 16+73.25,15.67,R 2756.04 RC '�� 2756.62 FS/GB 2755.50 FS/GB 7 y y ' \ 2756.03 FL y 2756 15+57.021 ° 1°1 2.7% 2.7�% O w 2755.40 NG/GB/ 0 0 16+83.25,15.67 R \ 0�1 C\i O E.BRACE ST. o w o \ j 1°b N 2.7% N 2 7°% N CS M - - - - - - / r 1 \ T 2J 6 of 1 c� 2755.50 NG/GB __ 2.7��_ \ _ o� 2753.56 NG/GB \ \ 2756.47 FG/GB N N _ _ "' \° 3 0% 2756.52 FG/GB 2.7% - - � - \ 2756.62 FG/GB \ \ DI 13B 2756.18 RC 15+31.60 w Q - SB 13 0 100 SG 13 v \ \ III w ICAo Ln I m EXISTING LAVENDER I LU HEIGHTS SUBD. NO. 1 I 0 /1IL- - ------- ------- ----- - ------ ---- -i m-- ° �� 27 1 I LU- - - - - LU k- - - - - - -\ - - - - - - - +i - ° I I U:) 2757.01 RC 2756.73 RC 2756.51 RC 4 1 /1\ 2 \ 2755.87 RC/LP 2756.04 RC \\ ° 18+38.25 17+78.25 17+28.25 w /I \ un N 15+88.25 15+57.14 \ ° 1 I II \ \ J 1 / \\ Lri � + 2755.88 RC/PT/GB iii \ 1 II I 14 I z oC z ( C" "' C.0 15+86.75 ° ° 2756.39 RC/PC/GB I I y Q r -� I In � `�T 15+00 \14+92.50 \ IImm I= z o U. Lri 1 I In 1 I 2753.81 NG/GB - Q o M N r 2757 \ iii 2756.39 RC/PC/GB \ I \ w C3 ------------------ --00 CD + 1 iii 14+192.50 ° \ II -------------- \ \- o N r U Q 2756.46 RC \ - -- - 14+88.00 LU o cc Q W cc LU GRADING CONSTRUCTION NOTES Z 1. PRIOR TO COMMENCING SITE GRADING OR FOUNDATION EXCAVATIONS, ALL BUILDING AREAS AND FILL W AREAS SHOULD BE STRIPPED OF ALL DEBRIS,VEGETATION,AND UNDOCUMENTED FILL. 2. FILL PLACED TO DEVELOP BUILDING PADS SITE GRADING SHOULD MEET THE REQUIREMENTS FOR GENERAL FILL.GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR 44 APPROVED BORROW SOURCES.GENERAL FILL SHALL CLASSIFY ACCORDING TO ASTM D2487 AS GW,GP, SEE SEEPAGE BED TABLE ON THIS SHEET FOR SEEPAGE BED LENGTH GC,GM,SW,SP,SC,SM,ML,CL(OR COMBINATIONS OF THESE SUCH AS SP-SM)MATERIALS.IN ADDITION, THE GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 4 INCHES AND SHALL BE FREE OF EXCESS MOISTURE,ORGANIC MATTER AND DEBRIS. 3. MATERIALS THAT ARE FROZEN, CONTAMINATED, CONTAIN EXCESS MOISTURE, ORGANIC MATTER (SUCH NATIVE BACKFILL NATIVE BACKFILL PROJECT NO. 21-0216-LH3 AS STRIPPING OR ROOTS).TRASH,DEBRIS,STONES LARGER THAN 4 INCHES,OR THAT CLASSIFY BY ASTM 1.0'MIN. 1'-0"MIN. 1.0'MIN. DWG FILE C.301 D2487 AS CH,MH,PT,OL,AND ARE NOT SUITABLE FOR GENERAL FILL. 4. AFTER THE REMOVAL OF ALL VEGETATION AND PRIOR TO ANY PLACEMENT OF GENERAL FILL, THE 6"MIN. 2"DRAIN ROCK DESIGNED BY BT ------------ ------------------------------------ EXPOSED SUBGRADE SHOULD BE UNIFORMLY SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES, INLET FROM NYLOPLAST 4"NON-PERF.PIPE - ------------- 4"PERF.PIPE _______________ CAP END DRAWN BY JTA MOISTURE-CONDITIONED AS NECESSARY,AND COMPACTED TO A MINIMUM OF 95%OF THE MAXIMUM DRY B"DRAIN BASE DENSITY IN ACCORDANCE WITH ASTM D698. SEE PLANS THIS SHEET WRAP DRAIN ROCK IN NON-WOVEN GEorEXTILE 4' CHECKED BY BT 5. AFTER SITE PREPARATION IS COMPLETED,GENERAL FILL SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSE 4"OF 3/4"PIPE BEDDING 2"DRAIN ROCK TOP AND SIDES OF THE SEEPAGE BED ISSUE DATE 07/23/21 HORIZONTAL LIFTS AND COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY AS DETERMINED 2"DRAIN ROCK PRIVATE SEEPAGE BED TABLES BY ASTM D698- STAND PROCTOR COMPACTION TEST. EACH LIFT AT EACH BUILDING PAD SHOULD BE 11 HORIZ.SCALE AS SHOWN DOCUMENTED FOR DENSITY. 3' SEEPAGE BED NO. VERT.SCALE AS SHOWN 6. ALL EXISTING IRRIGATION DITCHES, TEST PITS, FOUNDATIONS, AND DRAIN FIELDS SHALL BE SEEPAGE BED PROFILE VIEW (PRIVATE) LENGTH WIDTH DEPTH RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. LOT DRAINAGE SEEPAGE BEDS DETAILS SEEPAGE BED SECTION VIEW PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER PSB 12 20.0' 3.0' 4.0' Cm301 ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 2NOT TO SCALE PSB 13 66.0' 3.0' 4.0' SHEET 5 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.301 (Rear Yard Grading Plan).dwg Q mi I I•�I SSMH 3 1 LU 6 . f W PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR Z r zz�-- --�- C- --- PIRR PIRR PIR PIRR �3 PIRR RR PIRR EXIST.SSMH I OLU °O E LU 10 3 I 1 ti m LU 1 N N ao BLOCK 3 I BLOCK 3 m o J � ' 5 4 3 2 I 1 BLOCK 2 j BLOCK 4 - L I N ¢ N w U s - EXISTING 24 25 9I 11 10 9 O O I LAVENDER HEIGHTS z s I SUBDIVISION NO.1 I EXISTING w EXISTING Z I 3 3 F- O m O 3 ' SC -31+47 SC =31+11 SC = 30+56 I LU I LAVENDER HEIGHTS ¢ LAVENDER HEIGHTS r _LLL SI = 2751.12 AT R/W SI = 2750.90 AT R/W SI =2750.57 AT R/W a z I SUBDIVISION NO. 1 w SUBDIVISION NO. 1 - J. IL_ iEF SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP EXISTING SEWER SERVICE ° 4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) PER LAVENDER HEIGHTS +99 W (4"PVC @ 2k MIN.) ( ° I9.59 AT R/W ¢ 1 U) SUBDIVISION N0.1 LUa 1 ° ------ .5'TO CAP SC = 12+67 1 0 - \ 2%MIN.) SI =2746.08 AT P/L A I °,s SL= 15.0'TO CAP N f ° 1 • 1 o -- (4"PVC @ 2%MIN.) o z pl o o � Zl CDo I 'f' x EXIST.SSMH 15 o ° s 8 s ° SSMH 2 "' EXIST.SSCO 2 "' w w w w w w w M 12 E. PHENOMENAL ST. °' E.PHENOMENAL ST. o ss ss ss ss - - - - - 180.0 - - - - - - - 8- w o - 13 - - - EXIST.SSMH 5 w A I 31 �i 30 29 28 v S 135.0° ° r\ SSMH 1 55 ss �S ss $s ss ss W - - _ -2$ N _ _A2 - - - 18- _ -19 - E.BRACE DR_ -- oEXIST.SSMH 10 '' W ss 161.2° 116.2., r '`�' PIRR 7p / ss ss s h 3 0 0 SC = 13+57 O° SI =2749.76 AT R/W 1 0 / - S. I 1 w s SL=51.6'TO CAP 27 / SC = 31+24 SC =30+49 - A°\ (4"PVC @ 2%MIN.) _ _ EP ° SI =2750.66 AT R/W SI = 2750.20 AT R/W SSMH 11 d I ��'SAL SL=33.5'TO CAP SL= 33.5'TO CAP SSMH 3 1 14 PIRR 1 EP \FP (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) TEMPORARY STORM 06* SC = 10+27 1 ° I CsISTE.I� f � 23 AT R/W SI =2749.38 AT R/W 158.4 �� ' �' DRAIN POND PER N EP \FP _ 3 TO CAP SL=35.7 TO CAP SSMH 4 2/°MIN.) (4 PVC @ 2/°MIN.) 10.50' 1 13 I A BLOCK 2 I LAVENDER HEIGHTS ° ° d. \FP \EP 5 I SUBD. NO. 1 EXISTING 8.00' 1 3 �7 0 (TO BE REMOVED) LAVENDER HEIGHTS �071-� 1 �, EP FP SUBDIVISION NO.1 s SC = 14+02 EXISTING \ SI =2750.37 AT R/W LAVENDER HEIGHTS �f OF O)FP \EP 4 1 BLOCK 2 SL=49.5'TO CAP 28 � 15 SUBDIVISION NO. 1 IN V. S� F 1 3 110 1 (4"PVC @ 2%MIN.) (./) 3 O \ EXISTING 13 14 s " I cc o �3EP FP I LAVENDER HEIGHTS 2 0 4 o LL � PIRR I SUBDIVISION NO.1 m 1 v' 3 LU v a o \FP \EP = 1 BLOCK 7 LU N z s v EXISTING o z \EP \FP a y 3 ( LAVENDER HEIGHTS 12 a zo cc a m m •� l y SC = 14+62LU 1 SUBDIVISION NO.1 z ¢ o EP EP PRR 3 SI = 2751.27 AT R/W 29 I 16 zo z PIRR r SL=49.5'TO CAP LLI o FP \ EP = __- -- 1 (4"PVC@2%MIN.) �" ov ? 1 - __ PIRR •1 + 1 3 CC O O Z EP\FP O CE > O LIJ d SEE SHEET C.401 z o w 1 SEWER PLAN AND PROFILE SEWER PLAN AND PROFILE = z SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" 2SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" �W LU z °O ¢ z � J LU Q O wc=nI___ z F- M 8-INCH SEWER PROFILE - E. PHENOMENAL ST. 8-INCH SEWER PROFILE- PRIVATE DRIVE COMMON LOT Z 2765 2765 r 2760 2760 CIVIL INNOVATIONS O NORTH -FINISHED GRADE AT PIPE CENTERLINE 40 20 0 40 80 y HORIZONTAL SCALE IN FEET - 2755 _____ _ 2755 2760 2760 4 2 0 4 8 -EXISTING GRADE AT Q cn EXISTING GRADE AT PIPE CENTERLINE PIPE CENTERLINE PER LU PER LAVENDER HEIGHTS VERTICAL SCALE IN FEET 'EXISTING GROUND AT LAVENDER HEIGHTS W LD 0 EXISTING GROUND AT SUBD.NO. 1 g W PIPE CENTERLINE SUBD.NO. 1 = Q PIPE CENTERLINE y - p --- ---- __ _------ - -- SEWER NOTES I---EXIST.4"PI z -- z y Q 2755 2755 POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER 2750 2750 C:) Q FINISHED GRADE AT i NOTES NO. 2 AND 3 ON SHEET C.100. cc 0- PIPE CENTERLINE 2i LU * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 45.49 LF 8"PVC @ 0.42% 3: SEWER NOTE NO. 4 ON SHEET C.100. Cwi) 6"PI(12"SLEEVE) ° W 32.90 LF 8"PVC @ 0.43/° 122.53 LF 8"PVC @ 0.41% ------------ ---2745 _ 111.10 LF 8"PVC @ . ---- 2745 w/ 2750 - SSMH 3 Y� ------------ - II - 2750 ___ _ SSMH 2 --�J----- �_ W 1.82 LF 8"PVC @ p.61% (48"DIA.MANHOLE) EXIST.SSCO 2 EXIST.SSMH 15 ------ - - -_ STA= 13+24.02 NE/S) (48"DIA.MANHOLE) 261 18 LF 8"PVC @_0.40% ( (TO BE REMOVED) SSMH 1 �-----_• _ _ ( ) EXIST.SSMH 10 STA= 10+00.00 W - ( ) C2 48"DIA.MANHOLE STA- 12+74.53 48"DIA.MANHOLE EXIST.SSMH 5 STA=31+54.85 ( ) RIM = 2756.71 STA=2 3.62 STA= 10+36.90 (48"DIA.MANHOLE STA= 30+29.03 RIM = 2756.10 ) 8"INV IN = 2745.33 SW RIM = 2753.62 RIM = 2755.46 ADJ.RIM = 2756.26 8"INV IN = 2745.62(S) ( ) 8"INV IN - 2744.73(W) RIM = 2750.59 STA= 10+00.00(NW) 8"INV OUT= 2749.59(E) EXIST.RIM = 2756.11 8"INV IN = 2745.62(W) 8"INV OUT= 2745.23(E) 8"INV IN = 2744.28(W) STA= 19+36.92(E/SW) W 8"INV IN = 2748.85(W) 8"INV OUT= 2745.52(NE) 8"INV OUT= 2744.73(E) 8"INV OUT= 2744.18(SE) RIM = 2749.76 2745 8"INV OUT= 2748.75(E) 2745 2740 8"INV IN = 2744.04(SW) 2740 8"INV IN = 2744.04(NW) 8"INV OUT= 2743.94(E) PROJECT NO. 21-0216-LH3 DWG FILE C.400 DESIGNED BY BT 32+00 31+00 30+00 29+50 13+50 13+00 12+00 11+00 10+00 9+50 DRAWN BY JTA CHECKED BY BT ISSUE DATE 07/23/21 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm400 SHEET 6 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.400(Sewer Plan and Profiles).dwg Q 111111111111111ol 111111111111111ol SEE SHEET C.402 SEE SHEET C.403 EXISTING LAVENDER ti LUUJ - - r S.BLOOM AVE. N� HEIGHTS SUBD.NO.1 I p Z o 00 w w a i 12 16 12 O j cv o 1 ui FUTURE POOL SITE ti v p 00 0 24 J o o 10.50' Y o0 I o[ L Q _ Ly I z - p 3 - a Z 0 y 0 0 9 I W co � m C:) 3 BLOCK 3 I BLOCK 10 BLOCK 10 13 15 13 SSMH 11 N I r � Z EXISTING LAVENDER I � HEIGHTS SUBD.NO.1 10.50' O " CIVIL INNOVATIONS - N1 N 14 " 14 SSMH 3 " - NORTH o C\/ " 40 20 0 40 80 � EXIST.SSMH 20 SSMH 10 � SSMH 5 � SSMH 4 HORIZONTAL SCALE IN FEET EXIST.SSMH 9 -L-----J- +_ - �3 ° ss SO I ss 180.0° ss ss 15 ss s114 158.4° 1 r� BLOCK 2 4 2 0 4 8 10 - 10 - - up �o VERTICAL SCALE IN FEET S.SACHET AVE. I S.SACHET AVE. 1 " ° SSMH 2 w IA w w I w 1 w 1 w 1 w 1 w 1 - 135.0° I - "< " , ° . SEWER NOTES " o zt� -- POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER NOTES NO. 2 AND 3 ON SHEET CA 00. = SC = 10+82 SC = 10+32 SC = 15+70 SC = 15+22 SC = 14+62 SC = 14+02 N * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE N EXISTING SEWER SERVICE SC 13+57 20'WIDE SEWER EASEMENT SI =2749..6'T 6 CAP �� ISTE �f SI =2754.16 AT R/W SI =2753.74 AT R/W SI =2752.89 AT R/W SI = 2752.17 AT R/W SI = 2751.27 AT R/W SI = 2750.37 AT R/W SL= APP gala SEWER NOTE NO.4 ON SHEET CA 00. PER LAVENDER SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP -- -- -- ial -- -- �� y HEIGHTS SUBD. NO.I1 (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) r215.00' 5.00' 62 EXISTING LAVENDER � 1 i ��,071.23��7 � HEIGHTS SUBD. NO. 1 I N ~ I - � T 0 F J BLOCK 4 I BLOCK 2 BLOCK 2 9I ° a l AKIN P O z 23 24 1 34 33 32 31 30 29 28 27 112 BL01K 4 �I 1 O PIR PIRR - f71RR -_ _ PIRR- -_ -=PI4R -_ -_ IRp fI _ PIRR =IgR __ _-1RR t EXISTING LAVENDER _ __ TI T _ __ _ __ TI TI LL J Q HEIGHTS SUBD.NO. 1 "' 1 = ��„ EXISTING LAVENDER EXISTING LAVENDER q) zo FF HEIGHTS SUBD.NO.1 HEIGHTS SUBD.NO. 1 - C) a m � z > 2-- a CD z z C) z W � J � W SEWER PLAN AND PROFILES C) U U o m o o z 1 SCALE: 1" = 40'-0" HORIZONTAL AND VERTICAL 1" = 4'-0" o w " o2 U, o = Z W Cl- CC } W Q C:) Z U CJ0 OC LU O p O v 3 V C = w CD w LU z °O C ¢ z � J W Q O L U U) F- z M O 8-INCH SEWER PROFILE-S. SACHET AVE. (NORTH) 8-INCH SEWER PROFILE-S. SACHET AVE. Z 2765 2765 2765 2765 EXISTING GROUND AT PIPE CENTERLINE FINISHED GRADE AT PIPE CENTERLINE y 2760 --- - 2760 2760 - _ __ _ 2760 --- EXISTING GROUND AT LU w PIPE CENTERLINE p - 2 0 ---- Q - ----___ cn - o F"WL ---__ _ y Q z 2755 2755 2755 - -_____ 2755 0 Q 4"PI(8"SLEEVE) FINISHED GRADE AT ccEL PIPE CENTERLINE = w LU C/) W 2750 S 2750 2750 2750 SSMH 10 ��FB (48"DIA.MANHOLE) C�q 36.21 LF 8"PVC @ 0.41% W STA = 10+89.00 i C2 RIM = 2760.57 227.12 LF 8"PVC W 8"INV OUT= 2750.28 (N) @ 0.40% SSMH 5 SSMH 5 (48"DIA.MANHOLE) (48"DIA.MANHOLE) SSMH 3 2745 STA= 10+00.00(S) 2745 2745 STA= 15+95.34(N/W) SSMH 4 (48"DIA.MANHOLE) 2745 STA= 10+00.00(S) STA= 13+24.02(NE/S) STA= 15+95.34(N ) (48"DIA.MANHOLE) RIM = 2759.73 RIM = 2759.73 STA= 13+64.22 STA= 10+00.00(W) 8"INV IN = 2746.88(W) 8"INV IN = 2746.88(W) RIM = 2756.29 RIM = 2756.10 8"INV IN = 2746.88 (S) 8"INV IN = 2746.88(S) 8"INV IN = 2745.87(S) 8"INV IN = 2745.62(S) PROJECT NO. 21-0216-LH3 8"INV OUT=2746.78(N) 8"INV OUT=2746.78(N) 8"INV OUT= 2745.77(N) 8"INV IN = 2745.62(W) DWG FILE C.401 8"INV OUT= 2745.52(NE) DESIGNED BY BT 11+50 11+00 10+00 9+50 16+50 16+00 15+00 14+00 13+00 12+50 DRAWN BY JTA CHECKED BY BT ISSUE DATE 07/23/21 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN CA01 SHEET 7 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.400(Sewer Plan and Profiles).dwg SEE SHEET C.401 A SC = 16+46 SC = 15+91 SC = 15+36* SC = 14+83* SC = 14+26 SC = 13+71 SC = 13+16 SC = 12+61 SC = 12+06* SC = 11+56* SC = 11+06* SC = 10+27 SSMH 3 14 SI = 2752.08 AT R/W SI =2751.83 AT R/W SI = 2750.39 AT R/W SI = 2750.07 AT R/W SI = 2751.08 AT R/W SI =2750.83 AT R/W SI = 2750.58 AT R/W SI =2750.33 AT R/W SI = 2748.63 AT R/W SI = 2748.43 AT R/W SI =2748.23 AT R/W SI = 2749.38 AT R/W 158.4° 13 SC =25+13 SSMH 9 SL= 33.5'TO CAP SL=33.5'TO CAP SL= 33.5'TO CAP SL= 33.5'TO CAP SL= 33.5'TO CAP SL=33.5'TO CAP SL= 33.5'TO CAP SL=33.5'TO CAP SL= 33.5'TO CAP SL= 33.5'TO CAP SL=36.5'TO CAP SL= 35.7'TO CAP SSMH 14 SI = 2752.68 AT R/W (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) W SL= 36.5'TO CAP (4"PVC @ 2%MIN.) 3 8.00' 10.50' N ;° s SC = 14+02 I 10.50' _ SI = 2750.37 AT R/W ° -5.00' s SL=49.5'TO CAP 28 15 W w A BLOCK 10 BLOCK 10 PIRR PIRR __= 2 3 4 5 6 7 8 9 10 11 12 13 14 s I 3 W a I I W I ■+ w SC = 24+44 Lj SI =2752.23 AT R/W o a a I EXISTING T 12 SL=36.5'TO CAP ae ce 3 LAVENDER HEIGHTS a s CO SC = 14+62 I SUBDIVISION NO.1 T A (4"PVC @ 2%MIN.) % SI = 2751.27 AT R/W I O F r E a s PIRR PIRR PIRR PI R gIRR PIT PIRR PIRR PIRR PIRR PIRR PIRR 00 ° .f' o SL=49.5'TO CAP 29 16 cl� c11 °O a w s h (4"PVC @ 2%MIN.) c � .0S s I J � > 1 m p o0 0 BLOCK 10 BLOCK 10 s I ' < w o > -11 N 3 PIRR O W w 10.50' I O w °° 0 3 W SC =23+75 5.00' I CYD P SI = 2751.62 AT R/W 3 SC = 15+22 o SL= 36.5'TO CAP SC =22+52 SC = 21+99 SC =21+44 SC = 20+89 SC =20+34 SC = 19+79 SC = 19+24 SC = 18+69 SC = 18+14 SC = 17+64 SC = 17+14 SC = 16+61 SI = 2752.17 AT R/W 30 = 17 (4"PVC @ 2%MIN.) SI = 2751.1 OAT R/W SI =2751.47 AT R/W SI = 2752.22 AT R/W SI =2752.76 AT R/W SI = 2752.98 AT R/W SI =2753.20 AT R/W SI = 2753.42 AT R/W SI =2753.64 AT R/W SI = 2753.86 AT R/W SI = 2754.07 AT R/W SI = 2753.94 AT R/W SI = 2753.66 AT R/W SL=49.5'TO CAP 11 SL=46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP SL= 46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP S. (4"PVC @ 2%MIN.) W (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) 3 1 I135.0° SSMH 8 o s W 9 \ ° .. °aO S S • ° 1 .� 'f • } ° S • S ° 1 . .f 1° S U? ° f `1 1 s. SC = 15+70 w p SI = 2752.89 AT R/W I SL=49.5'TO CAP 31 18 w w w w w w w w w w (4"PVC @ 2%MIN.) �� E. MAINACHT ST. Z. 135.0° SC = 23+31 22 - - - -21 - - - - 20- - - 180.0° 19 - - -18- - - - - 17 - - - '16 SI =2751.30 AT R/W s s ss ss s ss ss ss ss ss ss ss 90.0° I 0 W SL=36.6'TO CAP 90.0° 11 (4"PVC @ 2%MIN.) SSMH 7 o o SSMH 6 0 - SSMH 5 A o. S 1 ° ' °, ° S ° •1 . S. SC = 10+32 S 1 . W _ I SI = 2753.74 AT R/W SL=49.5 TO CAP 32 19 BLOCK 2 s (4"PVC @ 2%MIN.) SC =22+77 SC = 22+21 * SC = 21+51 * SC = 19+98 SC = 19+43 SC = 18+88 SC = 18+33 SC = 17+78 SC = 17+23 SC = 16+66 SI = 2751.00 AT R/W s �QNAL 10 SI =2750.77 AT R/W SI =2750.49 AT R/W SI =2753.12 AT R/W SI = 2753.35 AT R/W SI =2753.57 AT R/W SI = 2753.79 AT R/W SI =2754.01 AT R/W SI =2753.99 AT R/W SI = 2753.68 AT R/W SL= TO CAP SL=36.5'TO CAP SL=36.5'TO CAP SL=36.5'TO CAP SL= 36.5'TO CAP SL=36.5'TO CAP SL= 36.5'TO CAP SL=36.5'TO CAP SL=36.5'TO CAP SL= 36.5'TO CAP 3 s° �GisTE�� f (4"PVCC @ @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) 3 (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) 8.00' 10.50' j W A SC = 10+82 BLOCK 3 s�° SI = 2754.16 AT R/W 33 p I 20 I ��0 �3/2/ o 7 8 9 10 11 12 13 14 SL=49.5'TO CAP �� y (4"PVC @ 2%MIN.) I �� OF X SSMH°10 3 �` AfIN P• ��o q = RIBA- --- _ = PIRR PIRR q W e t. 6 I BLOCK 4 a _ 21 L` J w --- --oWe -- --- -- -- - - - - BLOCK2 I o --- -_cc - --- PIRR PIRR PIR PIRR PIRR �RR PIRR W W 1 EXIST.SSMH 20 LU cn Fq z I LL; I 34 I EXISTING � zo Fq I a 3 I EXISTING SEWER SERVICE LAVENDER HEIGHTS o 0- P- m 9 8 7 cs 3 ,; PER LAVENDER HEIGHTS SUBDIVISION N0.1 � z > y BLOCK 3 I BLOCK 3 Fa SUBDIVISION N0. 1 __ z z o z FA A\ 5 4 3 2 I 1 zoo z oLR j o III SEWER PLAN AND PROFILE 12m or LU z o SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" = o 0 0 C6 CD 1 = w CD w z °O CD CIVIL INNOVATIONS SEWER NOTES NORTH ¢ z � J C) LU POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER LU CO 40 20 0 40 80 z NOTES NO. 2 AND 3 ON SHEET CA 00. HORIZONTAL SCALE IN FEET * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 4 2 0 4 8 SEWER NOTE NO.4 ON SHEET CA 00. M VERTICAL SCALE IN FEET ■ 0 Z 8-INCH SEWER PROFILE-E. MAINACHT ST.AND S. PEAK AVE. Z 2765 2765 O y --------- 0 _ W -- J 2760 --- EXISTING GROUND AT- ------ --------- ------- Q cc --__ PIPE CENTERLINE --------- ----- ---- ------ --- -- -- --- y z FINISHED GRADE AT y Q z PIPE CENTERLINE t: 2755 8' /!� � 4"PI(8"SLEEVE) 2755 `I LU 12"SD(C-900) LU W 53.13 LF 8"PVC @ 0.410 174.78 LF 8'PVC @ 0.60% SSMH 9 W 2750 Q 2750 (48"DIA.MANHOLE) 345.60 LF 8"PVC @ 0.40% STA=25+20.85 SSMH 8 RIM = 2759.18 (48"DIA.MANHOLE) SSMH 7 8"INV OUT= 2751.19(S) STA= 23+42.07 (48"DIA. MANHOLE) @ 0.40% Uml RIM = 23+42. STA= 22+84.94 SSMH 6 336.00 LF 8"PVC ° RIM = 2757.49 8"INV IN =2750.14(N) 8"INV IN = 2749.82 (NW) (48"DIA.MANHOLE) cc 8"INV OUT= 2750.04(SE) 8"INV OUT= 2749.72(E) STA = 19+35.34 SSMH 5 RIM = 2759.90 (48"DIA.MANHOLE) 2745 2745 8"INV IN = 2748.33(W) STA= 15+95.34(N/W) 8"INV OUT=2748.23(E) STA= 10+00.00(S) RIM = 2759.73 PROJECT NO. 21-0216-LH3 8"INV IN = 2746.88(W) DWG FILE C.402 8"INV IN = 2746.88(S) 8"INV OUT= 2746.78(N) DESIGNED BY BT DRAWN BY JTA CHECKED BY BT 25+50 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+50 ISSUE DATE 07/23/21 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm402 SHEET 8 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.400(Sewer Plan and Profiles).dwg / EQ Ep Ep O EP /EP EP � EP EP EP EP ��pf� Q\P� EP P EP EP DLYVK E EP EP / O /Ep EP EP EP EP EP -�2$P EP EP EP EP O PIRR � EP � EP � EP � EP ' / PIRR PIRR EP 22 - - - - - - EP PIRR w EP p\pp, PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIER- �PIRR PIRR / EP PIRR O � 1 e 15 Wp I Z o �p PRP 16 17 21 T 0000 18 O w O c~n N o S / 19 20 0 BLOCK 2 I j BLOCK 4 p ~ 00 = 24 25 _ 11 J 00 co m p oo o I EXISTING � Lii N :� G I LAVENDER HEIGHTS a O Z5 LU z .3 BLOCK 2 O W SUBDIVISION NO. 1 w w m = 3 14 SC= 16+11 SC = 15+50 SC = 14+77 SC = 14+10 SC = 13+40 SC = 12+70 SC = 12+00 SC = 10+99 N I w Z co � SI - 2751.92 AT R/W SI = 2751.65 AT R/W SI =2751.32 AT R/W SI = 2751.01 AT R/W SI = 2750.69 AT R/W SI = 2750.37 AT R/W SI = 2750.05 AT R/W SI = 2749.59 AT R/W a 1 N o SC = 16+91 SL=49.5'TO CAP SL=49.5'TO CAP SL =49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP O SL=49.5'TO CAP SC = 12+67 L 1 o r SI = 2752.25 AT R/W (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) C (4"PVC @ 2%MIN.) SI -2746.08 AT P/L SL=41.9'TO CAP o - � w (4"PVC @ 2%MIN.) SL= 15.0'TO CAP = N w L0 O -CD (4"PVC @ 2%MIN.) o I o z b I v~i 1 o Cmc 18 s SSMH 2 EXIST.SSCO 2 LU o - 77I I 12 55 SS V W W W W W W W W W W W W O _ F SC = 16+98 SSMH 13 s E. BRACE ST. s p 135.0° 180.0° W ASI = 2752.43 AT R/W 16 - - 16 - - - - -15 - - - - 1 - - - - - - - - - - - - - - - _ �� - . . _Y6 `" - -42 - - - - y SL= 39.1'TO CAP ss sS ss sS s 180.0° ss 13 ss ss 12 ss ss 11 SS O W O s (4"PVC @ 2%MIN.) ° PIRR y s 180.0°' 161.2 162° 70 0 0 o SSMH 1200 0 o SC = 13+57 SI = 2749.76 AT R/W 1 S 11 J SL= 51.6'TO CAP w - \ (4"PVC @ 2%MIN.) 27 A SC = 16+46 SC = 15+91 SC = 15+36* SC = 14+83* SC = 14+26 SC = 13+71 SC = 13+16 SC = 12+61 SC = 12+06* SC = 11+56* SC = 11+06* SC = 10+27 SSMH 3 14 58.4° SI = 2752.08 AT R/W SI =2751.83 AT R/W SI = 2750.39 AT R/W SI = 2750.07 AT R/W SI = 2751.08 AT R/W SI =2750.83 AT R/W SI = 2750.58 AT R/W SI =2750.33 AT R/W SI = 2748.63 AT R/W SI = 2748.43 AT R/W SI = 2748.23 AT R/W SI =2749.38 AT R/W 1I 13 SC =25+13 SSMH 9 SL= 33.5'TO CAP SL=33.5'TO CAP SL= 33.5'TO CAP SL= 33.5'TO CAP SL= 33.5'TO CAP SL=33.5'TO CAP SL= 33.5'TO CAP SL=33.5'TO CAP SL= 33.5'TO CAP SL= 33.5'TO CAP SL= 36.5'TO CAP SL=35.7'TO CAP SSMH 4 AL SI SI = 2752.68 AT R/W (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) a 8 00 I �� IS T W SL= 36.5'TO CAP 10.50' 3 (4"PVC @ 2%MIN.) �p UI1J 1 I I ��062 � N • 1 SC = 14+02 10.50' �_ SI =2750.37 AT R/W SL 49.5 TO CAP W w A 5.00' BLOCK 10 BLOCK 10 N (4 PVC @ 20 MIN.) 28 I 15 d, CID PIRR PIRR =-- __ - -_= 2 3 4 5 6 7 8 9 10 11 12 13 14 s ° ��'.� O F �0� 3 I W MIN P.`S W I w SC = 24+44 Li s SI =2752.23 AT R/W � a I EXISTING w 12 SL=36.5'TO CAP ti 3 LAVENDER HEIGHTS < (4"PVC @ 2%MIN.) W y SC = 14+62 p I SUBDIVISION NO.1 _-,I o SI = 2751.27 AT R/W 1 = o z a e PIRR PIRR 'PIRR PI R �IRR PIRR PIRR - PIRR PIRR PIRR PIRR PIRR • P ° SL=49.5'TO CAP 29 16 z a O N } W s 3 (4"PVC @ 2%MIN.) z > m s �ZQO 1 CDz s I w BLOCK 10 BLOCK 10 o °C w SEE SHEET C.402 SEE SHEET C.401 RIRR o o o z CC 0- , U, O SEWER PLAN AND PROFILE >- CC ~ w } � Wor Z p cn U SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" o o 0 `n =1 w CD z °O CD CIVIL INNOVATIONS SEWER NOTES NORTH ¢ z � J C) LU POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER LU co 40 20 0 40 80 z NOTES NO. 2 AND 3 ON SHEET CA 00. HORIZONTAL SCALE IN FEET * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 4 2 0 4 8 SEWER NOTE NO.4 ON SHEET CA 00. M VERTICAL SCALE IN FEET ■ 0 Z Z 8-INCH SEWER PROFILE - E. BRACE ST. y 2765 2765 � LU J_ CD J CD cc Q 0- c - M 2760 2760 z Q COD EXISTING GROUND AT 0 Q ------- PIPE CENTERLINE -------------------------- --------- -------------------- w LU cn Uj 2755 ' W 12"SD(C-900) 2755 FINISHED GRADE AT PIPE CENTERLINE 12"SO(C-900) W o Z 2750 2750 W 334.56 LF 8"PVC @ 0.6096 SSMH 13 31.62 LF 8"PVC @ 3.13% (48"DIA.MANHOLE) Q STA= 16+98.23 320.05 LF 8"PVC @ 0.40% RIM = 2758.78 SSMH 12 8"INV OUT= 2750.11 (E) (48"DIA.MANHOLE) 4"INV IN = 2750.45(W) STA= 13+59.67 SSMH 11 PROJECT NO. 21-0216-LH3 2745 RIM = 2757.24 (48"DIA.MANHOLE) 2745 DWG FILE C.403 8"INV IN = 2748.10(W) STA= 10+35.62 SSMH 3 RIM = 2755.82 (48"DIA.MANHOLE) DESIGNED BY BT 8"INV OUT= 2748.00(E) 8"INV IN = 2746.71 (W) STA= 10+00.00(W) DRAWN BY JTA 8"INV OUT=2746.61 (E) STA= 13+24.02(NE/S) RIM = 2756.10 CHECKED BY BT 8"INV IN = 2745.62(S) ISSUE DATE 07/23/21 8"INV IN = 2745.62(W) 8"INV OUT=2745.52(NE) HORIZ.SCALE AS SHOWN 17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 VERT.SCALE AS SHOWN Cm403 SHEET 9 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.400(Sewer Plan and Profiles).dwg UNPLATTED , /\ WATER PLAN EXISTING 10.0'WIDE EQ 1 I SCALE: 1" = 50'-0"HORIZONTAL ASPHALT PATH p0 75 50 25 0 50 100 EASTERLY TOP OF BANK PER LAVENDER EXISTING FARR LATERAL HEIGHTS SUBD.NO.1 CIVIL INNOVATIONS �,0� EQ ° II I EXISTING BLACKROCK NORTH HORIZONTAL SCALE IN FEET se O 11 i SUBDIVISION Cj / i / EP EP E \P O w / CEP � __ / Q, J / .oe // EP EP EP EP — EP —BLVV EP — _ —/EP EQ //� Ee — EP P -- EP _ _ EP — EP EP ° WATER LINE NOTES soe / EP EP EP do, // Ep / PIRR PIRRI PIRR EP EP EP 22 POTABLE/NON-POTABLE CROSSING. SEE WATER -- -- -- -- -- -- -- - - - - - - - - EP / Q\PP PIRR PIRR PIRR W W PIRR __ {g� ____T0E PIRR PIRR PIRR NOTES N0. 2 AND 3 ON SHEET C.100 EP PIRR O �° �° NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF # 40 15 ° COVER, ALL OTHERS SHALL HAVE 4 FEET OF COVER. T 00 i / 1Q / 101R 16 17 21 1 F r E �Q 18 O 1 1 O cn N °° / ♦ 19 20 ?° BLOCK 2 9I BLOCK 4 o c w = ♦ O 24 25 11 10 m 0 op o a EXISTING LAVENDER _ Lii N i BLOCK 2 K U K C j K HEIGHTS SUBD.N0. 1 CONSTRUCTION KEY NOTES :;W a_ o z 14 � K J ° W > I 2WATER PLAN Q LL.i °° 0 3 / E22 S2 S2 o ff S2 S2 O o ff S2 � K 1 Z 1 3 W U_ E11 II 1 39 LF 8"PVC E11 M ° 1 J E22 � K 1 1 T8 Tee,8"x 8"x 8" T N U_ N J E22 AI � s d c r p O " I T6 Tee,8"x 8"x 6" s o 1 K V8 V6 T6 W W w w w w w . O� — 1-3 — — 1 � 254 LF 8"PVC zIt7-7 323 LF 8"PVC z Valve,8"Gate �\`�" •27 LF 8"PVC " 1 1 LF 8"PVC - - - - - - - - E. BRACE ST.- - - - -� - - — 2� — 1-2- 22 — g " a sS SS SS N SS SSA. SS SS N S I _— PIRR V6 Valve,6"Gate K E45 E22 K ` 35 LF 8"PVC I E11 Elbow,8",11 1/4° 1 1 \ EXISTING LAVENDER / j 27 HEIGHTS SUBD. NO. 1 1 W S2 — — — — — — T6 — — — T6 r E22 K 14 E22 Elbow,8",221/2° IC-D>. H 11 13 K $2 S2 S2 V6 S2 S2 S2 V6 S1 1 1 ( V8 V8 E45 Elbow,8",45° 10.50' I W W A J SL FK SL l SL K a.00' l3 EgoElbow,s so° 5.00' 1 1 P s 10.50' 1 1 r 1 28 15 S1 3/4"Single Water Service Per City Of Meridian 1 ' BLOCK 10 1 1 BLOCK 10 Standard Drawing No.W1 &W2 1 PIRR PIRR ———__ _ 2 3 4 5 6 7 8 9 10 11 12 13 14 s " c�3 I 3/4"Double Water Service Per City Of Meridian ��ON AL 1 1 a S2 Standard Drawing No.W1 &W3 �ZS TE 1 1 L W w > > 1 °O S2 1 2"Water Service(For Pressure Irrigation)Per ISPWC O� �� a 1 1 J UOJ w w " — S$ SD-402 With DEO And City Of Meridian Approved �I ��0�62 12 La °� 1 �' Reduced Pressure Backflow Assembly(RPBA) IA 1 1 A d c Water Service Sleeve(2"PVC Schedule 80) 1 y N % IRR PIRR PI R PIRR PIRR pIR PIRR PIRR PIRR PIpR 1 " �� j��' 29 16 See Water Note No.4 On Sheet C.100 d� 9 1 s W W t ui 3 Temporary 2"Blow-Off Assembly Per City Of Meridian O F 1 S2 s w Q I Standard Drawing No.W13 IN P•� 1 BLOCK 10 1 BLOCK 10 W I Fire Hydrant Assembly Complete Per City of Meridian Standard 1 1 = = P L. = PIRR Drawing No.W8(Also See City of Meridian Standard 1 26 25 24 23 22 21 20 19 18 17 16 15 Drawing No.W9 for Water Service/Fire Hydrant Location) I I W W 5.00' y l K > c� H Li c� W 10.50' a > $ L A U K V8 aT K 1 K H 1 P.C.C.Thrust Block(As Required Even If Not Shown) a o 1 w 30 1 17 W wco 11 o I I $ $2 V8 S2 o H S2 S2 S2 o H 8.00' Point of Connection.After Testing And Approval,Connect z CD 2-- 2 } 11 I K E45 T8 10.50' — to Existing Water Main o >- a m J 1 "r. Cq Z > CD Luzz 1 1 1 3 oz r •O l 1 \ COHEN U U u W W 21\ Sal W W W W T8 V8 V8 K 31 1 18 pW[ CJ3 p o � z 0 o z 165 LF 8 PVC 165 LF 8"PVC 265 LF 8"PVC 57 LF 8"PVC N z IL 1 ' CC LU ss ss-�, ss ss S. E. MAINACHT ST. ss s s ss a o 0 0 C.') o $ 41 LF 8"PVC- w w M - > ¢ o z w Ci o 1 EXISTING LAVENDER 3 z 3 "' 3 1 LU HEIGHTS SUBD.NO. 1 F_ z m 1 I '• 32 19 o azF W W 1 BLOCK 2 S2 — T6 — I T6 � T6 's N �• CM J $1 A 10 E45 V6 10.50' V6 V6 yco 1 W 1 K K S2 S2 K S2 S2 S1 � S2 z I K " 10.50' 11 W w SL I 1 1 s.00' - W 1 BLOCK 3 33 1 20 1 a C, 7 8 9 10 11 w 12 13 14 3 1 � 11 z 11 ---I-- - J 1 ---- - 1 11 `V 6 BLOCK 4 21 ` A ti BLOCK 2 w PIRR T PIRR PIRR _ PIRR �` I 34 1 O %` 9 8 7 �$`FA BLOCK BLOCK EXISTING LAVENDER -- - -- ` 10.50' 5 4 3 2 I 1 HEIGHTS SUBD.NO.1 y EXISTING 8"PVC WATER MAIN a 3 % P99 I I PER LAVENDER HEIGHTS c3 FUTURE POOL > - 1 ¢ SUBDIVISION N0.1 22a. _ FP PIRR PIRR PIRR 1 CD K W II S2 S2 I N EXISTING LAVENDER `\Fo 1 EXISTING 8"PVC WATER MAIN o Ui HEIGHTS SUBD.NO.1 O \\ \FP BLOCK 2 ; 117 LF 8"PVC 1 PER LAVENDER HEIGHTS ---- 3 a 1 Q z K E45 \ 67 LF 8"PVC - SUBDIVISION NO. 1 23 PIRR a C Q Q �\ 6Cn ` z � FP r� .• o s . s I � � COD Q LU & C W W W W - W W W W W W W � � � E.PHENOMENAL ST. I I � FA \ � � - - E. PHENOMENAL ST. P - - - - - - - - - - II II - SS SS SS SS SS SS S SS L Fa / T y 7- 14, Cz \ � — I I — W � E45 1 s �, EXISTING 10.0'WIDE �� FP K a 3 = _____ ASPHALT PATH T6 PER LAVENDER \ °e .E� \EP \ o HEIGHTS SUBD. NO. 1 1 Uj r� S1 Ks 1 W FP I o BLOCK 2 - 1 EP \ 1 EXISTING LAVENDER "' 3 EXISTING LAVENDER EASTERLY TOP OF BANK J \ �>� � EP 5 co EXISTING FARR LATERAL ��\ \ 1 HEIGHTS SUBD.NO. 1 o HEIGHTS SUBD.NO. 1 W \\ CD % \ `�\FFP\ 4 I BLOCK n �\ Ep 1 3 z \ a BLOCK 2� 1 BLOCK I �p \EP I 2 ml 4 5 6 7 8 \\ ae `�` FP 3 SS ss� UNPLATTED \�� FP \ PROJECT N0. 21-0216-LH3 DWG FILE C.500 p� \ DESIGNED BY BT �♦ EP RR 1P EXISTING TEMPORARY 1"� FP 1\ - - DRAWN BY JTA STORM DRAIN POND \ FP — --- — = PIR IRR PIRR PIRR / PER LAVENDER HEIGHTS \ - % CHECKED BY BT SUBDIVISION NO. 1 \ / (TO BE REMOVED) / / ISSUE DATE 07/23/21 TOE / HORIZ.SCALE AS SHOWN BLOCK 1 9 VERT.SCALE AS SHOWN 3 12 Co500 SHEET 10 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.500(Water Plan).dwg UNPLATTED /\K IRRIGATION PLAN � I I EXISTING 10.0'WIDE E6 Ep I I SCALE: 1" = 50'-0"HORIZONTAL ASPHALT PATH 1 I 75 50 25 0 50 100 EASTERLY TOP OF BANK PER LAVENDER /// o E5 Ep 5 LF 6"PVC EXISTING FARR LATERAL HEIGHTS SUBD.NO.1 / / Ep o E8 K EXISTING BLACKROCK NONRTH OVATIONS HORIZONTAL SCALE IN FEET — —r�—--- —�0e -----roe _ Ep SUBDIVISION Q _roe_ � a � K K — --- --- - —roa_ __,oe— ° I —roe--EP — '' E5 EP EP � ——�—— —— ———roe—————roe—————roe�— /� EP \ � EP EP EP EP EP --- EP ---BLOCK-2-- EP EP — -- --- Ee Ep JG S1 LL ° EXISTING 6"PVC PRESSURE IRRIGATION MAIN EP EP -- EP ----------- EP EP C 6 Q ; P PER LAVENDER HEIGHTS SUBDIVISION N0.1 CONSTRUCTION KEY NOTES � EP / PIRR PIRR `� -----23- EP EP EP EP EP �oO 3.00' 'D _ PRESSURE IRRIGATION PLAN / I EP 2 PIRR ' Ee p@P v' 396 LF 6"PVC PIRR PIRR pt* p"G. U PIRR ——{8� ————roc PIRR PIRR PIRRI /110 K Ep / 21 LF 6"PVC o S1 PIRR LF 6 V 240 LF 6"PVC —— —— �5 — �� F 6'Q�c o 16 S1 S1 o �� S1 E5 0 o SL4 Pressure Irrigation Sleeve, 8 PVC, C-900 0 E6 ��3 0 16 S1 1 o K E8 S1 S1 C S1 S3 Z w o / �Q p` 17 18 $ S1 E5 21 K o SL6 Pressure Irrigation Sleeve, 12" PVC, C-900 Q N N o ♦ 19 20 ?° BLOCK 2 BLOCK 4 o ti -`:1_ o / ♦ 33 LF 6"PVC K w 24 25 9I 11 10 T4 Tee, 4" m m m p 00 0 K E6 S1 ° j EXISTING LAVENDER - T6 Tee, 6 LL; N / BLOCK 2 OC HEIGHTS SUBD.NO. 1 z '3 j 14 W° I m V4 Valve, 4"Gate O c� = 3 K E6 a, 32 LF 6"PVC = o I 1 EXISTING 4"PVC PRESSURE IRRIGATION MAIN T 24 LF 6"PVC ° AI PER LAVENDER HEIGHTS SUBDIVISION NO. 1 V6 Valve, 6"Gate K E5 � s r r P' s I E1 Elbow, 4", 11 1/4° I o U SS SS W W W w w w W W 13 - - E2 Elbow, 4", 22 1/2° II 500 E. BRACE ST. SS SS SS S — — — SS SS SS — S — — \ I —— PIRR u 1 Al o o 1 � �\\ E3 Elbow, 4 , 45° EXISTING LAVENDER / E4 Elbow, 4", 90° 1 r6" / _ j 27 S3 HEIGHTS SUBD. NO. 1 ❑ — 14 � E5 Elbow, 6", 11 1/4° 1 I S1 K w w 1 11 13 V4 r _ E6 Elbow, 6", 22-1/2° 1 I I to W A o K 63�LF 3 7 LF 4"PVC ' r ; y 1 3 E7 Elbow, 6", 45° 28 S3 15 V4 SL4 W W A BLOCK 10 1 1 BLOCK 10 E8 Elbow, 6", 90° K E1 R1 T6 PIRR 142 LF 4"PVC PIRRql�c __ _[11-63 LF 4"PVC _ E4 K 3 4 5 6 7 8 9 10 11 12 13 14is E w 1 Ri Reducer, 6 x 4 ��C 1 1 d w 43 LF 4' PVC. S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 ! S1 S1 K = - a 3/4"Pressure Irrigation Service Per NMID Standard oll I A S1 12 1 3 s.00" ' j E4 ti 1 S1 Detail-Type"A"Riser �0l 62 1 A vs 11 IRR PIRR PI R PIRR PIRR IR PIRR PIRR PIRR PI R K 29 'S3 I 16 S2 2"Pressure Irrigation Service Per NMID Standard 7��3 1 W w W 651 LF 4°PVC 1 3.00' K Detail-Type"A"Riser 0 F I $1 a E4 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 V4 V4 M P I S3 Existing Pressure Irrigation Service Per ��MI1I p 1 v d K BLOCK 10 BLOCK 10 68 LF 4"PVC 1 Lavender Heights Subdivision No. 1 v PIRR y R. 26 25 24 23 22 21 20 19 18 17 11 1 16 15 90 LF 4 PVC " E�l P.C.C.Thurst Block(As Required Even If Not Shown) I I EXISTING 4"PVC PRESSURE IRRIGATION MAIN $ 1 W A 31 LF 4"PVC E4 SL4 1 PER LAVENDER HEIGHTS SUBDIVISION NO.1 0 a o 68 LF 3 30 S3 I 17 N1 Deflect Pipe Per Manufacturers Specifications = � 1 A w w K S1 o z 1 I S1 11 ~ 7 LF 4"PVC I _ E�l Point of Connection.After Testing And Approval, Connect To o 0- Qm l Existing Pressure Irrigation Main W < z W C)LU z of ..Q \ .. ' ° S .{ 1. f } f • F. �..� 1 1 1 S3 0 0 w w w w w w w w 31 1 18 E rL � o oz — — — °C z CD LU W SS SS SS SS E. MAINACHT ST. ss s SS ss ,,; z o m w M — Q p Q EXISTING LAVENDERCli 3 z HEIGHTS SUBD.NO. 1 F_ 1 z m 0_ 32 S3 19 az � 1 BLOCK 2 1 o _jS $ , w •s .n W Q O A 10 I wc=n � 1 S1 1 IW w WI s _ 1 1 5.00' a 3 K BLOCK 3 33 S3 1 20 1 � W W 7 8 9 10 11 w w 12 13 S3 3 M 1 R1 K E5 1 35 LF 6"PVC K S1 o S1 S1 T6 S1 S1 P S3 S3 S3 '__ =El) I 0 1 7 LF 6 PVC V6 vsui 1 6 I BLOCK 4 63LF6"PVC -- -- -- -- -- — — K E8 _- --_---_- -_ BLOCK $g 21 1 mo A PIRR PIRR PIRR PIRR W K E6 �33 LF 6"PVC 122 LF 6"PVC 108 LF 4"PVC 34 Z \ % h 9 8 7 3.00' SL6 V6 1 1 S1 S1 S1 S1 1 S3 b 0 FA > 63 LF BLOCK 3 BLOCK 3 11 K E5 Fq o_ K I EXISTING LAVENDER 69 cc ' 5 4 cD 3 2 1 HEIGHTS SUBD.NO.1 3 \ % Zf& S1 S1 o S1 0— a IN9 j0(i�, `) LL.' 24 co �o 1 FUTURE POOL \ ` Fa 3 N 1 [EXISTING 4"PVC PRESSURE IRRIGATION MAIN— PIRRS3 22 PIRR PIRR E8 K 1 PER LAVENDER HEIGHTS SUBDIVISION NO.1 > 229 LF 6"PVC v � 3.00' Q EXISTING LAVENDER EXISTING 4"PVC PRESSURE IRRIGATION MAIN O LL_ o = HEIGHTS SUBD.NO.1 7 11 1 PER LAVENDER HEIGHTS SUBDIVISION N0.1 y = z E5 BLOCK 2 S2 K N1 V6 1 J ---- N 3 PIRR 3 1 Q Q \\ E6 6 _� 23 K ` Fa \ — \ Fa • \ ` FP \ W CA W—W W W W w W W W W \\ ` FA / E. PHENOMENAL ST. ;111 E.PHENOMENAL ST. w Ir Z1 SL6 63 LF - - _ tr Ir \ `\& C SS SS SS SS SS S SS L \ \ / � nll II EXISTING 10.0'WIDE \\\ �� Fp a R. - W ASPHALT PATH \ \ ` Ep \ \ EXISTING TEMPORARY PER LAVENDER ��\ Ep o K N1 V6 HEIGHTS SUBD. NO. 1CID\ I STORM DRAIN POND roe\ Ep Fp 1 PER LAVENDER HEIGHTS W �\Fp \ W SUBDIVISION NO.1 W Q \ �\ Ep BLOCK 2 I (TO BE REMOVED) o 1 Ep \ a 1 � 3 EXISTING LAVENDER EASTERLY TOP OF BANK J 5 < m °" Ep 3.00' A 1 EXISTING LAVENDER � HEIGHTS SUBD.NO. 1 EXISTING FARR LATERAL \Ep \ > W HEIGHTS SUBD.NO.1 z S1 4 I BLOCK \ �\BLO� �2� 6'PVC S1 h EXISTING 6"PVC PRESSURE IRRIGATION MAIN BLOCK 1 oe Ep P PER LAVENDER HEIGHTS SUBDIVISION NO.1 4 5 6 7 8 Ep \ S3 \' Fp S PROJECT NO. 21-0216-LH3 UNPLATTED ��\ �`Fp Ep I E6 �\Ep PIRR DWG FILE C.600 DESIGNED BY BT \\ ep DRAWN BY JTA E7 rpe Fp 1 - K \\ Ep RR PIRR PIRR / oa \ � _ / CHECKED BY BT / ISSUE DATE 07/23/21 roe / HORIZ.SCALE AS SHOWN roll BLOCK 1 � g VERT.SCALE AS SHOWN 3 \ a Q \ 12 Cm600 SHEET 11 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.600(Irrigation Plan).dwg A.1/A.1-1 NO TREES OR SHRUBS OVER SEEPAGE BED NATIVEBACKFILL IN 6"LIFTS -FINISH GRADE COMPACTED TO 95%PROCTOR DENSITY A.2 00 D goo L-1TI ,,, :4 �. Cj A.3 ONON WOVEN GEOTEXTILE PER SECT.8200 BMP 20 ON TOP E Z.L AND SIDES OF SEEPAGE BED. OVERLAP OF VMINIMUM. AD ° �Qgg �� D CD ANGULAR 3/4"-2ROCK 63RIGHT-OF-WAY -; egg `zlm PLAN CONCRETE COLLAR 33' Mir N.T.S. A.4 2' 8. 2' A < 5' 14.50' 14.50' 2' 8' 5' 2' C=) SIDEWALK SIDEWALK VLANDING VLANDING ASTM C33 FILTER SAND 1.5' 0 LU 00 E OF- C\j C? 0 A.5 0 Cn U ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD- qT C6 MIN.EXCAVATION 18" 00 = SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD-702 00 0 1.75% 1.75% W 2% 2% 2% 2% M 00 - M 2 00 0 CD SEEPAGE BED SECTION VIEW C\J 7 N : Ld - < U) . . Z a_ LU 0 z 5"THICK CONCRETE SIDEWALK PER W 2-1/2"OF ASPHALTIC PAVEMENT x ACHD SUPPLEMENTAL DWG.SD-709 MONITORING WELL(GROUND WATER OBSERVATION Ld Uj (SP-3,0.50 INCH 0/2")MIX,FIG 58- (f) 4"OF 3/4"MINUS CRUSHED GRAVEL WELL)-SEE DETAIL SD-627 ON THIS SHEET Uj co I SECTION CONCRETE COLLAR Cl- 4"OF 3/4"MINUS CRUSHED GRAVE BASE EXTEND ROAD BASE MATERIALS NO TREES OR SHRUBS OVER SEEPAGE BED A.1 A.1-1 < N.T.S. 14"OF 6"MINUS 11 UN 6"PAST CURB AND GUTTER(TYP.) > 5'TRANSITION FROM SOLID COMPACTED STABLE SUBGRADE WALL TO PERFORATED PIPE NATIVE BACKF' NIX a_ 5'(MIN.)OF 18"SOLID WALL PIPE ;OMPACTED TO 95% > 11/I/"" I'll, I TYPICAL LOCAL STREET SECTION A.2 NOT TO SCALE ---- --- -ANGULAR 3/4"-2"ROCK - - -- -------------------------- INLET FROM STORM DRAIN MANHOLE -PERFORATED PIPE 18"PERFORATED PIPE CAP END (SEE PLANS FOR LOCATIONS) INV. A.3 ---------------INV.=A.3 -------------------- A.3 4"OF 3/4"PIPE BEDDING ANGULAR 3/4" A.4 SECTION ASTM C33 FILTER SAND N.T.S. A.5 MIN.EXCAVATION L TMIN. SEEPAGE BED PROFILE VIEW 7 HIGH GROUND WATER j'� L - CX T INSTALL STORM DRAIN ELECTRONIC MARKERS AT 2017 ACHD REVISION Q) ALL FOUR CORNERS.SEE STORM DRAIN MARKER IDAHO STANDARDS NOTES ON THIS SHEET. GROUNDWATER STANDARD DRAWING FOR PUBLIC WORKS I CONSTRUCTION OBSERVATION WELL SD-627 071.;2-31.-ql (ACHD SUPPLEMENT) 1 OF 2 OF X LU < a SEEPAGE BED AREA LEGEND 3: ... CD NOTE: C) W 1 QQ WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER co 1- 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED INSTALL 10'WIDE SIDEWALK STA 11+38.00TO STA 16+83.25(LEFT SIDE) CONCRETE (COLLAR), CLASS .3000 (ISPWC SECTION 703) INSTALL 10'WIDE SIDEWALK STA 16+73.25 TO STA 17+07.71 (RIGHT SIDE) cc: ---------- --------------------------------------- 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER LC 3: INLET FROM STORM DRAIN MANHOLE 18"NON-PERFORATED PIPE 18"PERFORATED PIPE S F-- ZJ < INV. A.3 CAP END- CAP END W TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- CC U 0- INV.=A.3 LU LU Ui (SEE PLANS FOR LOCATIONS) -- ------------------------------------------- CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6' DIAMETER COILS 5' 63'RIGHT-OF-WAY PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKIFILLED IN A PIT REQUIRE 6" cc C) C-3 a- < 33' PIPE. DRILLED WELLS MAY USE 4" PIPE C) izz 2' 10' 8' 2' 1 14.50' 14.50' 2' 8' 5' 2' W2 LU MONITORING W NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK 2f&5 2f CD< POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY 2M SIDEWALK SIDEWALK VLANDING SEEPAGE BED ARE SEE NOTES THIS SHEET BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. C) 2f LU M USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES DE LU =� VLANDING 3' 7' C) LD ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD- 2M Cn M 3-1 40 C) C) CD 1.75% 2% SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD-702 5' MONITORING WELL NOTES: = U- C2 2% 2% 2% 1.75% CS 2 SEE NOTES THIS SHEET 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR - - - 5'MIN. L 50' o- LU Cl- STORM DRAINAGE FACILITIES = ;_;, LU cc LU FE MPX 3 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS C.') co C:) C/) < M 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD = C� LU LU C) 2-1/2"OF ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER SEEPAGE BED PLAN VIEW 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION 6 'n C--) 5"THICK CONCRETE SIDEWALK PER - ACHD SUPPLEMENTAL DWG.SD-709 C6=) 2f LU LU ACHD SUPPLEMENTAL DWG.SD-709 c.D (SP-3,0.50 INCH 0/2")MIX,PG 58- 4"OF 3/4"MINUS CRUSHED GRAVEL 4"OF 3/4"MINUS CRUSHED GRAVEL 4"OF 3/4"MINUS CRUSHED GRAVE C) E EXTEND ROAD BASE MATERIALS 25 14"OF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) SEEPAGE BED TABLE -i LU C) COMPACTED STABLE SUBGRADE LU 18"DIA.CORRUGATED HOPE OR co SEEPAGE BED NO. A.1 A.1-1 A.2 A.3 A.4 A.5 L w w I W2 D PVC WALL DRAIN PIPE. 0 LOCAL STREET SECTION W/ 10' WIDE DETACHED SIDEWALK (LOWEST FG)(HIGHEST Fj (WIDTH) (WIDTH) (DEPTH) (LENGTH) (WIDTH) 2NOT TO SCALE-S.SACHET AVE.AND E.BRACE ST. 10 2755.13 2755.69 2753.50 2750.75 2746.00 2744.50 127.0' 15.0' 75 7.5' 7.5' 45* x 45* 11 12757.47 2759.46 2755.10 2752.99 2749.50 2748.00 1 145.0' 15.0' 12.0' 3.0' 5.6' ■ 12 2757.73 2758.46 2755.35 2753.25 2749.35 2747.85 94.0, 15.0' 7.5' 7.5' 6.0' 13 2755.87 2756.97 2753.50 2751.39 2747.50 2746.00 176.0' 15.011 7.5' 7.5' 6.0' 3/8"PERFORATIONS IN VALLYS OF CORRUGATED PIPE.5 EA. SEEPAGE BED DESIGN NOTES: 18"PIPE PERFORATION SCHEDULE 1. SOILS AND GROUNDWATER INFORMATION PROVIDED BY ASSOCIATED EARTH SCIENCES,INC.DATED MAY 19,2006. Q GROUND WATER WAS NOT ENCOUNTERED IN ANY TEST PITS OR OBSERVATIONS WELLS.CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM OF THE DESIGN ELEVATIONS CA FOR ANY INFILTRATION FACILITY. 3. DESIGN INFILTRATION RATE IS 8.0 INCHES PER HOUR.GROUNDWATER WAS NOT ENCOUNTERED IN ANY OF THE TEST PITS, cf) SEE GEOTECHNICAL REPORT. -j 4. CONTRACTOR TO HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY Q < EXCAVATED. IF THE TEST RESULT IS LESS THAN THE DESIGN INFILTRATION RATE,CONTRACTOR MAY NEED TO BLAST OR LU BORE TO CREATE A CONDUIT FOR DRAINAGE OR HAVE THE SYSTEM REDESIGNED TO ACHIEVE THE REQUIRED INFILTRATION RATE.PERCOLATION TEST TO BE WITNESSED BY ACHD INSPECTION STAFF. cr 5. 1 00-YEAR DESIGN STORM RUNOFF VOLUME: cn < SEEPAGE BED NO.10: REQUIRED STORAGE VOLUME=5,711 C.F. SEEPAGE BED NO.11: REQUIRED STORAGE VOLUME=4,893 C.F. V) < CD SEEPAGE BED NO.12: REQUIRED STORAGE VOLUME=3,369 C.F. C) C/) SEEPAGE BED NO.13: REQUIRED STORAGE VOLUME=6,337 C.F. cc CD < LU 2-1 2017 ACHD REVISION Cz 2i SEEPAGE BED CONSTRUCTION NOTES: NOTE: 1. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX LU IDAHO STANDARDS LU 1.PATHWAY CROSS SLOPES HSGW ELEVATION. FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING oc Uj SHALL NOT EXCEED 2.0%. 2. ALL VAULTS,MANHOLES,AND SAND&GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED. CONSTRUCTION OBSERVATION WELL S D-6 2 7 C/) 2.NO CROSS SLOPE 3. WRAP TOP AND SIDES OF BED WITH NON WOVEN GEOTEXTILE FABRIC. I (ACHD SUPPLEMENT) 2 OF 2 LU ALLOWED ON LANDINGS. 2F;�Lf LU 4. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. 5. ANY BEDROCK ENCOUNTERED DURING SEEPAGE BED CONSTRUCTION SHALL BE BLASTED. 6. SEEPAGE BED WIDTH SHALL REMAIN CONSTANT. < 20 C) .00' M M a- Uj 7. SEE BMP 01 FOR SAND&GREASE TRAP DETAILS. =:)C:)= CL M CL 8. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY: M 5'LANDSCAPING 10'-0"PATHWAY 5'LANDSCAPING A)A MINIMUM OF 1-FT COVER FROM TOP OF BED TO ROAD SUBGRADE IS REQUIRED. B)BACKFILL OVER BED TO SUBGRADE WITH 6"-8"MINUS PIT RUN GRAVEL. 1'LANDING VLANDING C)WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED. uj VARIES D)IF LESS THAN 1-FT OF COVER FROM TOP OF BED TO SUBGRADE,ANGULAR 3/4.,TO 2'.ROCK IS REQUIREDuj 2% (2 - %MAX.) 2% WITH MINIMUM 50%SINGLE FRACTURED FACE IN PLACE OF 2"DRAIN ROCK. E)FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE SUBGRADE. 9. FOR SEEPAGE BEDS OUTSIDE THE PUBLIC RIGHT-OF-WAY:A MINIMUM OF 1.5-FT COVER FROM TOP OF BED TO 3"CLASS"C"ASPHALT PAVING FINISHED GRADE IS REQUIRED. 6"AGGREGATE BASE PROJECT NO. 21-0216-LH3 GEOTEXTILE FABRIC UNDISTURBED EARTH STORM DRAIN MARKER NOTES: DWG FILE C.700 1. STORM DRAIN ELECTRONIC MARKERS SHALL BE INSTALLED AT ALL FOUR CORNERS OF THE SEEPAGE BEDS. DESIGNED BY BT 2. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF MARKERS DURING TASPHALTIC PATHWAY DETAIL CONSTRUCTION AND PRIOR TO BACKIFILLING. DRAWN BY JTA OT TO SCALE CHECKED BY BT MONITORING WELL NOTES: ISSUE DATE 07/23/21 1. THE MONITORING WELL LOCATED OUTSIDE OF THE SEEPAGE BED SHALL EXTEND A MINIMUM OF 1 FOOT BELOW THE BOTTOM OF THE SEEPAGE BED AND SHALL BE INSTALLED WITHIN THE PROPOSED SIDEWALK A MINIMUM OF 50'PAST THE HORIZ.SCALE AS SHOWN END OF SEEPAGE BED.SEE ACHD SUPPLEMENTAL DRAWING DETAIL SD-627 ON THIS SHEET. VERT.SCALE AS SHOWN 4 SEEPAGE BED NOS. 10 THRU 13 DETAIL_ NOT TO SCALE C300 SHEET 12 OF 13 D:\CiviI Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.700(Street and Storm Drain Details).dwg STREET LIGHT PLAN UNPLATTED �41 SCALE: 1" = 50'-0" HORIZONTAL EXISTING 10.0'WIDE pe 75 50 25 0 50 100 a I ASPHALT PATH CIVIL IN EASTERLY TOP OF BANK PER LAVENDER �/ Ee I HORIZONTAL SCALE IN FEET NORTH EXISTING FARR LATERAL HEIGHTS SUBD.N0.1 �' i��e / o I EXISTING BLACKROCK -- -----Toe ----- se O SUBDIVISION .°a STREET LIGHT NOTES ao I EP EP— — —— °°/ 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN /do EP EP p�� —T0B————— °"—— �p O ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC,THE Ee EP EP — EP — EP EP —BLV ViF2—Ep EP c 1 MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND � EP EP EP --23— EP — EP EP / 1 THE NATIONAL ELECTRIC CODE. a so EP EP EP EP 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR EP� C O ��Ee 22 ac(y -- -- -- — -- -- -- _ _ _ _ TO STARTING WORK.USE THE ONLINE CITIZEN PORTAL AT a°.--_-- - TA ___—_— °E HTTPS:HCITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO t� Ee O OPEN A PERMIT AND REQUEST INSPECTIONS. o 15 0 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE r 16 21 1 BASE REINFORCING, BEDDING, BACKFILL,AND FOR THE POLE AND r E / �Q co 17 18 19 1 ASSOCIATED WIRING. O U N C / 20 o BLOCK 2 I BLOCK 4 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES,5' co Co co 0 24 25 11 10 MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS. a m °O o I EXISTING LAVENDER ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO = LLT 2 ._ BLOCK 2 O HEIGHTS SUBD.N0.1 THE STREET LIGHTING ELECTRICAL PERMIT,OR SUBMIT A HARD < U) -- C I COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO O m z 3 / 14 c REQUESTING FINAL INSPECTION. W O= 3 I O 1 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR o INSTALL TYPE II 0- 1 W INSTALL TYPE II 1 (208)898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, r 1 STREET LIGHT STREET LIGHT ( OR TO ACCESS LOCKED METER PEDESTALS. MIJ}, I• LIGHTING PLAN LEGEND 1 1 - - - - - - E. BRACE ST. - - - - - 26 12 — 1 Existing Type I Street Light 1 1 EXISTING STREET LIGHT 1 1 / 1 . }. . S• 1 j 1 EXISTING LAVENDER 27 HEIGHTS SUBD.NO. 1 / �o� Existing Type II Street Light 1 w INSTALL TYPE II I T STREET LIGHT I 14 1 1 ( ) 1 1 1 13 City Of Meridian Type I Street Light I S• •j' 1 .s I I W al ' 1 City Of Meridian Type II Street Light 1 S i 1 �I 1 28 15 BLOCK 10 BLOCK 10 I I 2 3 4 5 6 7 8 9 10 11 12 13 14 s I Electrical Transformer ��NAL 1 INSTALL TYPE II 1 �� 1�CZSTE,� l STREET LIGHT Uj O Electrical Service Box Q) LU ::No I 40T6 2 vww 1 vs s s 29 1 16 d� 9 / 12 W 1 1 INSTALL TYPE II u~, 1 �07 ,41. 1 W e STREET LIGHT Qcc OF Z� � Ca v�Y 1 CAII MIN P 1'O 1 BLOCK 10 BLOCK 10 1 1 26 25 24 23 22 21 20 19 18 17 16 15 I Li U � 1 1 LU LU 1 30 1 17 ' ' oz 1 11 INSTALL TYPE II . 1 ' i i zoo 1 I STREET LIGHT o cn } Q m .-,. z > I I w ( ) I W a CD 1 1 } } EXISTING STREET LIGHT x zo z r i i s. I 0LD > I fUD U 2-1 1\ 1 \ ILI1 31 1 18 � � CD 1 o W > 1 1 W - - - - - - - E.MAINACHT ST. - } W L CD Cn \$ ¢ O Qw O LU Q \ 1 `, I I EXISTING LAVENDER � -� z 11 1LU 9 I HEIGHTS SUBD.NO.1 z m 1 INSTALL TYPE II ;s 32 19 N a z o BLOCK 2 STREET LIGHT o o s l 10 s I w a CD 1 INSTALL TYPE II ) 1 W v �_ \I I d STREET LIGHT j z 11 BLOCK 3 33 1 20 s 7 8 9 10 11 12 13 14 M 11 L INSTALL TYPE II O 11 ; z 6 STREET LIGHT 1 BLOCK 4 Q F W -- -- L-- -- -- - - BLOCK 21 34 I %` 9 8 7 I I I I I b I I O FA`FA BLOCK BLOCK3 EXISTING LAVENDER EXISTING STREET LIGHT 5 4 3 2 I 1 HEIGHTS SUBD.NO.1 — �♦ 1 24 FUTURE POOL > 22 FP j LU U Q EXISTING LAVENDER C2 U' HEIGHTS SUBD.NO.1 O z FP INSTALL TYPE II 1 ° v3 = Q \ FP BLOCK 2 ` STREET LIGHT L. ---- 1 = Q a 6 ( ) 23 EXISTING STREET LIGHT y F- \ \ FP \ CD \ FP 7 Q J FIE oa \ ` Fp \ LU W 1 W \\ \ FP E. PHENOMENAL ST. - - J - - E.PHENOMENAL ST. - - L ' r W EXISTING 10.0'WIDE ASPHALT PATH \ \ ` EFP \ �� EXISTING STREET LIGHT PER LAVENDER ♦♦ EP a HEIGHTS SUBD.NO. 1UJI 1 �r� `♦ EP ♦ FP 1 cn \�� ♦♦ FP \ W Q \\ ♦♦ EP BLOCK 2 I o 1 EP \ I EXISTING LAVENDER m EXISTING LAVENDER EASTERLY TOP OF BANK >� Ep 5 EXISTING FARR LATERAL ♦♦\ \ 1 HEIGHTS SUBD.NO.1 n HEIGHTS SUBD.NO.1 W z �� ♦♦\ FP 4 BLOCK < \ � ♦ Fp \ 3 T \ � ♦ EP 1 \ BLOCK 2_ , BLOCK 123 ` 2 4 5 6 7 8 EXISTING STREET LIGHT \ ♦♦\ FP 1 UNPLATTED PROJECT NO. 21-0216-LH3 \\ �♦♦Fp EP\ I \ \ � � DWG FILE C.800 ♦ EP Ep DESIGNED BY SIT \ �FP 1 DRAWN BY JTA \ _ CHECKED BY BT ISSUE DATE 07/23/21 �EXISTING STREET LIGHT HORIZ.SCALE AS SHOWN 3 BLOCK 1 9 VERT.SCALE AS SHOWN \ \ 12 Co800 SHEET 13 OF 13 D:\Civil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.800(Street Light Plan).dwg