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CC - Construction Drawings LAVENDER HEIGHTS SUBDIVISION NO. 2 BOOK , PAGE LOCATED IN THE SE 1/4 OF THE SW 1/4 OF SECTION 32, T.3N., RA E., B.M. LINE TABLE LINE TABLE LINE TABLE CITY OF MERIDIAN, ADA COUNTY, IDAHO LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION 2021 L1 31.50' S8949'51"E L27 75.00' N14'26'52"E L53 40.00' N7533'08"W CURVE TABLE L2 31.50' S89'49'51"E L28 75.00' N14'26'52"E L54 40.00' N75'33'08"W CURVE # LENGTH RADIUS DELTA BEARING CHORD L3 31.50' N14'26'52"E L29 75.00' N14'26'52"E L55 40.00' S75'33'08"E SW 1/16 C1 24.92' 100.00' 14'16'43" N7'18'30"E 24.86' L4 31.50' N14'26'52"E L30 75.00' N14'26'52"E L56 40.00' S75'33'08"E PLS 8575 S89'49'S- C2 94.25'1"E 1340.54' 60.00' 90'00'00" N30'33'08"W 84.85' L5 31.50' N14'26'52"E L31 75.00' N14'26'52"E L57 40.00' S75'33'08"E - - - - _ CS 1116 PLS 14221 C3 47.12' 60.00' 45'00'00" N36'56'52"E 45.92' L6 31.50' N14'26'52"E L32 75.00' N14'26'52"E L58 40.00' S75'33'08"E C4 47.12' 60.00' 45'00'00" N81'56'52"E 45.92' L7 25.00' S14'26'52"W L33 150.00' N14'26'52"E L59 40.00' S75'33'08"E C5 19.24' 91.50' 12'03'02" S81'34'39"E 19.21' L8 20.00' S75'33'08'E L34 150.00' N14'26'52"E L60 40.00' S75'33'08"E LAVENDER HEIGHTS SUBDIVISION NO. 1 I C6 14.43' 20.00' 41'20'03" N66'56'09"W 14.12' L9 16.50' S30'33'08'E L35 150.00' N14'26'52"E L61 40.00' S75'33'08"E BOOK PAGES ______ C7 22.88' 43.00' 30'29'28" S61'30'52"E 22.61' L10 25.00' S89'47'24"E L36 10.00' S75'33'08'E L62 40.00' S75'33'08"E C8 48.08' 43.00' 64'03'35" N71'12'37"E 45.61' L11 21.21' N30'33'08"W L37 10.00' S75'33'08'E L63 100.00' S14'26'52"W E. BRACE DR. Z C9 40.54' 43.00' 54'00'57" N12'10'20"E 39.05' L12 21.21' S59'26'52"W L38 10.00' S75'33'08'E L64 100.00' S14'26'52"W z o o � i C10 14.43' 20.00' 41'20'03" S5'49'53"W 14.12' L13 15.00' N14'26'52"E L39 10.00' S75'33'08'E L65 100.00' S14'26'52"W 0 o m ^ C11 13.52' 91.50' 8'27'50" N22'15'59"E 13.50' L14 3.58' N89'58'24"W L40 10.00' S75'33'08'E L66 100.00' S14'26'52"W �o 110.00' o- a � w C12 5.73' 91.50' 3'35'13" N16'14'28"E 5.73' L15 28.50 N7533'08"W L41 10.00' S75'33'08"E L67 100.00' S14'26'52"W Fc) $89°49'51"E S89°49'51"E 200.15' I a L16 28.50' S75'33'08'E L42 55.00' S75'33'08'E L68 100.00' S14'26'52"W cn � C13 47.02' 91.50' 29'26'35" NO'16'25"W 46.50' JJJ 6600 sf L44 8� L' L2 137.15 1 Z I N w C14 56.00' 91.50' 35'04'08" N32'31'47"W 55.13' L17 55.00' S75'33'08"E L43 23.62' NO'12'02"E L69 100.00' S14'26'52"W w SEE NOTES 9 & 70 o O5 o zo w Y L18 55.00' S7533'08°E L44 60.00' NO 10'09"E L70 100.00' S14'26'52"W > S$9'4F_ o o II I N C15 29.1T 91.50' 18'15'54" N5911'48"W 29.05' Q 9599 sf > I z w m 0 110.00� fill _S8T49'S1"E I rn m icl� C16 11.53' 91.50' T13'23" N71'56'27"W 11.53' L19 55.00' S75'33'08"E L45 60.00' NO 10'09"E L71 100.00' S1426'52"W Z I o 12 I �70' 137.11 1 o I L20 55.00' S7533'08"E L46 20.00' N14'26'52"E L72 100.00' S14'26'52"W cn J z o 6600 sf -' r1) c N C17 32.77' 131.50' 14'16'43" N7'18'30"E 32.69' W I SaT49�1"E - I o CCD cv w m o I lm ao 0 6 0 a C18 17.07' 68.50' 14'16'43" N7'18'30"E 17.03' L21 55.00 S75'3308E L47 40.00 N75'3308W L73 100.00 S14*2652W N I N 1 110.00' � Q r- 9596 sf �ll = a CD C, "' S8T49'51"E 1 cal U I L22 55.00' S75'33'08"E L48 40.00' N75'33'08'W L74 100.00' S14'26'52"W o I w o 13 o N Q _ o w I C19 44.77' 28.50' 90'00'00" N30'33'08"W 40.31' m i o 6600 sf Z ' 137.07' 04 z l N I o I °0_S89.051�E 1 T o Yo I C20 44.77' 28.50' 90'00'00" N59'26'52"E 40.31' L23 75.00' N14'26'52"E L49 40.00' N75'33'08'W L75 100.00' S14'26'52"W I N o v 110.00 1 o J w O rn N J m L24 75.00' N1426'52"E L50 40.00' N75'33'08'W L76 100.00' S1426'52"W w Z o 0 14 0 0l Q rn 2459 sf rn L25 75.00' N14'26'52"E L51 40.00' N75'33'08'W L77 100.00' S14'26'52"W z C, m 6600 sf z m 0' o i 589'4�51i 1 I C/) 13792' S89°47'58"E 180.00' jL26 75.00' N14'26'52"E L52 40.00' N75'33'08"W L78 100.00' S14'26'52"W w Yo r 110.00' S89'47'58"E 150.13' 166.89r 0 o' So' 100' 200' J m �6673 sf �� ® 0 _� _I NOTES LEGEND S$9'4�'51 "'J h 78166 sf cq cq 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,LAVENDER HEIGHTS „ _ I , " N 112.54' 2 00 o HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT TO ANY PUBLIC SCALE: 1 - 100 N14°26 52 E -M O �' ^ r, STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH ® FOUND ALUMINUM CAP 0 16 sT3 s, �68.04 L 1j 8086 STZ / `14 S8n7'24'E 166.8T LOT. MONUMENT �5'330" co 31'5u 31.5' BLOCK 9 Uj N L10 - 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR FOUND BRASS CAP N75°33'08"W J N o o 141.89' 10' PUBLIC UTILITIES,LAVENDER HEIGHTS SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER O MONUMENT 23.13' 89•51. "� co `� 10 r 11 THE FIVE(5)FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR 17 ,�Z4.51'230 ��`L o Z °�°� o N 4789 f o SUBDIVISION BOUNDARY. FOUND 1/2" REBAR, 12101 sf 2 ��i o Co N to 0 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF THE PLS 11118 E N� z 152.49'-- RE SUBDIVISION. FOUND 5/8" REBAR AS NOTED OC �� Z S89 4Z24� - ® PLS 11118, OR AS NOTED 5' �0p� /4000 O� ST 5,53 8 uM 1g8 99 16 CAS � - 141.89 - 4-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT N0. i 11 /40.00' J SET 1/2" REBAR WITH PLS 2 oo / 12 / /4p•00' 0 12 0 5-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS O ��13 4000, �'� C. INSTRUMENT N0.2020 106343. 11118 PLASTIC CAP / 14 740.00' 3r 9084 sf / ^ / 15 14000, 4 �, S8947'24_'E 6-MAINTENANCE OF ANY IRRIGATION,DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER ® SET 5/8" REBAR WITH PLS o 0 0 / 16 / 0.00' .� UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT. o S(4ZJ 5 o / /r o o �/ 17 �� 112 08' - 11118 PLASTIC CAP / 18 7-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503,RIGHT TO FARM ACT,WHICH STATES: NO AGRICULTURAL OPERATION, L49J I- ~ o G' 13 0 _ o - SECTION LINE C5pJ BLOCK 65, �/ / o ^ 19 O ,�, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED W N r`622 C61 A<<EY�P(/ L51J / /Jo J o N 7804 sf M ¢ CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN - - CENTER LINE p o d 10 ell L52 5� S' o / h d S8�4T24"E� o J ONE(1)YEAR,WHEN THE OPERATION,FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. a z ro0 / 11 A60 (5 RIGHT L53-1 5 �' o ' ^ z - - EASEMENT LINE AS NOTED l r 9 OF C5 J Ni Q 117.66 � THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION W o / / 12 2 rL58 WAY) 4 �15 1 OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. o % /o o � d / 13 (SZ o Q w O o PUBLIC UTILITY, IRRIGATION z 7 � / 14 S �5 c`� l� cv 14 0 �/ / 15 6 3� cv o cv 8-LOT 18 OF BLOCK 5,LOT 19 OF BLOCK 6,LOT 17 OF BLOCK 8 AND LOTS 10, 17,19 AND 22 OF BLOCK 9 ARE DESIGNATED AS COMMON & LOT DRAINAGE EASEMENT, o -"5 w = ^ 8858 sf o AREA LOTS TO BE OWNED AND MAINTAINED BY THE LAVENDER HEIGHTS SUBDIVISION HOMEOWNERS ASSOCIATION,OR IT'S ASSIGNS, 0 4 / o 0 16 1� S8�4T24'E O.pO' s� o o ^ / Oo 7 L16 V SEE NOTES 1 & 2 CO / CO / 17 co -L,/ r- AND ARE SUBJECT TO BLANKET PUBLIC UTILITY,DRAINAGE,AND PRESSURE IRRIGATION EASEMENTS. LOTS 10&17,BLOCK 9 ARE CP&F INST. NO. S75°33'08"E 0 4p oo'l 4Q0p' �O,/ BLOCK' 5 0 / oo / OI 10 r 135.43' ON CROSS ACCESS/COMMON DRIVEWAY LOTS DESIGNATED TO PROVIDE ACCESS TO ADJACENT LOTS 9,11, 18,20 AND 21,BLOCK 9. USE ACHD STORM WATER 2014-098053 15.00 40,p0/ / o / ro o (� h o AND MAINTENANCE OF SAID DRIVEWAY LOTS SHALL BE AS ESTABLISHED IN THE CC&R DOCUMENTS TO BE RECORDED FOR THIS DRAINAGE EASEMENT LINE, 0 40.0 0 ^ 15 o SUBDIVISION.ALL OTHER LOTS IN THIS SUBDIVISION ARE FOR SINGLE FAMILY DWELLINGS. SEE NOTES 9 & 10 1�4 ADA COUNTr HICHWAY DIsrRICT �' E VAS 0 40.0p ( 31.5' 3CIO 070.3 sf PERMANENT STORM GRAIN EASEMENT E 40. J 0 1.5' fo' 9-PORTIONS OF LOTS 11, 12,26-30 AND 34 OF BLOCK 8 AS SHOWN HEREON ARE SUBJECT TO AN EXISTING ADA COUNTY HIGHWAY 31 32 INSTR. NO. 2027-078779�� >>- N�533�8$OBE 0p' cti v S89� 72 - SUBDIVISION BOUNDARY LINE SEE NOTES 9 & 10 5 SEE w 320 - S�• V� ^_ DISTRICT PERMANENT STORM DRAIN EASEMENT RECORDED AS INSTRUMENT NO.2021-018179,RECORDS OF ADA COUNTY,IDAHO. 34 �/ 550p 55• NOE/0 00' o v 153.39 10-PORTIONS OF LOTS 11,12,26 THROUGH 30 AND 34 OF BLOCK 8 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER LOT LINE O N /vi O 31 00', o C4 O DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER o ^4725 C., Ou, �� 16 ADJACENT PROPERTY LINE C17- " / 30 55.0p rn w DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT NO.2015-103256,OFFICIAL RECORDS OF ADA COUNTY, cn;V 4725 sf ^ m 2 55.0 �� ' 101.85' 73306 sf 000 AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL THE"MASTER EASEMENT" THE MASTER EASEMENT d / � 27 � 0 NQ53 ' ( > 18 LOT NUMBER Z �0 33 "� �18 4725 sf /� Oo 26 CS-C6 �2827 f 308"�i AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER o O / - 4725 sf'`/ C> G 14 - 6�23'J EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. s' l�5625 sf 32 / / � N 23 . ) C8 0.00' 17 r� // co / 29 \�20� 4725 sf 22 N6p 00'� O �N89'4T24"W 11-IRRIGATION WATER WILL BE PROVIDED BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION Nl_LA/V 0 5625 sf O J / f21- 4078 sf N l N1533'�60:0p 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR �p� OSG CD 65.00' L 0 28 ti v 08" 5 1 S T N I I N�533, 65.0p,� l 5625 sf �S,O l �22� 21 / W ASSESSMENTS FROM NEW YORK IRRIGATION DISTRICT. �g �G ERF �pL z 08-w 5' 5625 sf 4 / 25 / ^^ /�" 20 / /� 18 12-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE O to 68. 65 00'� 24 �u "' R ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF THE BUILDING PERMIT SUBMITTAL. < 34 w L65 / 5625 sf of % �� ./ 5" CLINTON W. HANSEN a 8 0 m 3 O o ,`0� 0p'J 5625 sf 9 -3 13-RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. w- -N 19 6 65 00'_I L 20.00'^ lz z l h 16351 sf o; PLS 11118 Nj, o o C� 0 0' ro /� 14-THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED _ z °O z �� EMENT FAR $Z533�8�E 00' 2 BLOCK / / / 0� NORMAL GROUNDWATER ELEVATION. OF m N LTE05 5�2.41' 0'00' L 5� o �' o I N�5' ' 32526 sf 2a8a sf 60.00'L POINT OF �� W. �� J 3,3p8 W 7j \ 1s 11°•�5'� BEGINNING �40. ' � 321.23' �� L14 to N89'58'24"W 1249.28' 20' SIDEWALK EASEMENT --N89'58'24"W 324.81' w � � � O futf� � LAVENDER HEIGHTS SUBDIVISION NO. 1 ADA coUN HiLwAYDisTRrcT `� o SURVEYORS NARRATIVEis 1331.91' BOOK ___, PAGES ____________ oO PERMANENT EASEMENT, o ^ 31 32 S89'57'01"E E. LAKE HAZEL RD. S89'58'24"E 1331.96 INSTR. No. 2021-018177 z 32 THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO Land Surveying and Consulting 6 5 W 1/16 CP&F INST. N0. CONTROLLING SECTION CORNER MONUMENTATION,THE PLATTED SUBDIVISION 231 E. 5TH ST., STE. A CP&F INST. NO. PLS 11118 BOUNDARIES OF BLACKROCK SUBDIVISION NO.1,IMPRESSIVE EAST RIDGE SUBDIVISION 2015-011236 111066375 NO.1,LAVENDER HEIGHTS SUBDIVISION NO.1,INFORMATION FROM RECORD OF MERIDIAN, ID 83642 SURVEY NUMBERS 5049,7169,7783,AND CURRENT DEEDS OF RECORD. THE SURVEYED (208)288-2040 fax (208)288-2557 MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE www.landsolutions.biz ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. JOB NO. 17-55 SHEET 1 OF 3 ^ rL,g,� [_� rQ E. AMITY ROAD NORTH C a LAVENDER HEIGHTS SUBDIVISION NO . 2 LU 0 Cj cm MERIDIAN, IDAHO - 2021 LOCATED IN THE SE 114 OF THE SW 1/4 OF SECTION 32, � T.3 N., R. 1 E.,B.M., MERIDIAN,ADA COUNTY,IDAHO COD C ■� y y o Z T T O w °_° � OU - IEEE \ ~ CO -CD O M ��j1wJ m Q c aY < CZO NJ � O � O lil > GENERAL CONSTRUCTION NOTES ROADWAY NOTES PRESSURE IRRIGATION NOTES CO) m M � C tl O 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. Z r WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), CONSTRUCTION PERMIT FROM ACHD OR ITO AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONSTRUCTION. - 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 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) CONTROLLING STANDARDS OR SPECIFICATIONS. AND THE CITY OF MERIDIAN WATER DEPARTMENT. PR0.1 ECT SITE 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 LAVENDER HEIGHTS 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. SUBDIVISION NO. 2 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 PRIVATE ROADS, PARKING LOTS,AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFEREED TO IN GENERAL CONSTRUCTION NOTE - - - - - E. LAKE HAZEL ROAD 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL N0.1. 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 SON AL NOT OPEN OR CLOSE WATER VALVES. 8. CONTACT ACHD INSPECTION SERVICES AT 387 6284 A MINIMUM OF 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE 1 OF 15 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 15 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 15 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 15 C.202 STREET PROAND STORM M DRAIN PLAN INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. ` 6 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 15 C.300 GRADING PLAN I �� 00//?l�o 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. STORMWATER DESIGN GUIDELINES. 6 OF 15 C.301 GRADING PLAN PIPE; (B)PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. 7 OF 15 C.400 SEWER PLAN AND PROFILE / o F 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 TO ALL EXISTING WATER USERS 8 OF 15 C.401 SEWER PLAN AND PROFILES J`4�IjN P `S�O 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 15 C.402 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 15 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 15 C.501 WATER PLAN CONSTRUCTION PLANS. A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 12 OF 15 C.600 IRRIGATION PLAN o LU 13 OF 15 C.601 IRRIGATION 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 14 OF 15 C.700 STREET AND STORM DRAIN DETAILS o z PRIOR TO CONSTRUCTION. INSPECTOR,DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 15 OF 15 C.800 STREET LIGHT PLAN zo } CD Q m cn z > 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. LU z z FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM w o z THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. SEWER NOTES o 3 CONSTRUCTION CONTACT INFORMATION 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE o 0 RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS � W 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. DEVELOPER ENGINEER SURVEYOR z o � a ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 2, THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, THE WESTPARK COMPANY CIVIL INNOVATIONSCc: Uj, PLLC LAND SOLUTIONS, PA o 0 z 0 0 UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. Cn AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND CONTACT:TAYLOR MERRILL CONTACT:BEN THOMAS,PE CONTACT:CLINT HANSEN,PLS CD C z 2463 E.GALA ST.,STE.120 1043 E.PARK BLVD.,STE.101 231 E.5TH STREET,STE.A w LU NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL z °O ( ) MERIDIAN,ID 83642 BOISE,ID 83712 MERIDIAN,ID 83642 � cc BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA PHONE:(208)888-9946 PHONE:(208)884-8181 PHONE:(208)288-2040 a z 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). EMAIL:TAYLOR@WESTPARKCO.COM EMAIL:BEN@CIVIL-INNOVATIONS.COM EMAIL:CHANSEN@LANDSOLUTIONS.BIZ cc u, a o C/) = = 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 WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH BENCH MARK AND DATUM DATA SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). DATUM DATA HORIZONTAL: NAD 83(ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A VERTICAL:NAVD 88 ■ 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 Q cc STANDARD ABBREVIATIONS STREET PLAN LEGEND STREET AND STORM DRAIN PLAN LEGEND WATER PLAN LEGEND y - � 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� , � Q 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 CONC Concrete INV Invert SDR Standard Thermoplastic Pipe EXISTING ROLLED CURB W CONN Connection IP 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 PROJECT NO. 21-0204-LH2 DIP Ductile Iron Pipe LT Left STD Standard ��SS PROPOSED SANITARY SEWER LINE AND SERVICE ■ ■ ■ M DW Driveway MAINT Maintenance SW Sidewalk PROPOSED STREET SIGN ■ DWG FILE C.100 EXISTING STREET SIGN DWG Drawing MH Manhole SY Square Yard GRAVITY IRRIGATION PLAN LEGEND � SS EXISTING SEWER LINE AND MANHOLE G � � • • 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 - T■ � ■ � � ` �■ ■ � 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 Kii Whan below. I LN Mr 03,111 7 ISSUE DATE 03/01/21 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 • 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 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 15 D:\Civil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.100(Title and Note Sheet).dwg - - - \ - / - \ 7 \ \B_LOCK8 \ Z a Z 8 - _ I _a _ a - 2755- \ \ 2753 / %\\ STREET AND STORM DRAIN PLAN I � \ � - _ ---i--- 3 �js6 1 z \ -2756 - 'h5_ Se / \ 1 / / / SCALE: 1" = 40'-0"HORIZONTAL ------ 2755.56 RC W 2758- - 11+00 \ \ I � EXISTING LAVENDER \ \ 11+40.19 \ I ( / h / 60 40 20 0 40 80 / \ HEIGHTS SUBD. NO. 1 \ \ a / ti� / / \ 2755.79 RC/GB/PT 0° 2755.79 RC/GB/PT M MATCHLINE - SEE SHEET C.201 \ I \ y- a I MATCHLINE - SEE SHEET C.201 \ CIVIL NORTH HORIZONTAL SCALE IN FEET / \ 11+34.30 � / 11+34.30 I \ � � � � � � fi � � � � � � ■ � � � -�■� � � . pu,xou�Ell� ll� llr TI � � ■ � 1 \ r Cj 2 \ 2756.76 RC/GB/PC_ / o I I I I I / - R / 11+09.38 r / 2758-rr } } - 27 � S6 + - _ rr o - 1 �/lC/E 2, 756.76 RC/GB/PC / I I \ // / / \ \ CONSTRUCTION KEY NOTES BLOCK 8 - 1+�4. VC \ l 11+09.38- - / ��h \ ?7 \ \ / / / / / INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD-712H, 2756,p _ - _ - _ \ 16 r p 58 3y RC \ - - I / ®I 2756.00 RB / / / AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. RC -/ 46. rr 17+35.62,137.49'L \ 1q+26 Q ?75g 33 50 63$0p / ;271 - _ - of /\ ❑\\ 2755.62 GB I / 30+00 0 { G/ 5, T 0 1 RC/8 0p' S6 INSTALL 5 WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD 709. rr \o BE NC 5 '( \ 0+4q, VC l 95/tC \ �� \ �s ` 2756.40 RB / I ❑ T ONS \ ?75 5p 33.0p, I /EVC ,, s 17+34.43,132.04'L / / � o / COTE ST (Mq TON r 644 RC \ I 11+Q ��\- \\ \ \ i T T / l 1 1Q /gg 4.5p-- 2.0% /17+48.71, 142.61'L - / v INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD o0 1 1 \ EXISTING +36.5p /PT II 1 / \ ,r \ \ \ r E \ s r � \ \ 5.0' / / SUPPLEMENTAL SD-71 oC(6"THICK CONCRETE-SEE NOTE E). O F- N \ 10 o \ \ 2 275g.22F \ l / I! 2758, I 6o EXISTING RESIDENCE 2.5p' / 7 I N T � C; LLi \ +00\ o \ 2758 2�58. / I 7 $$RC TO REMAIN \ / / / I I 4 REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET p c i ap o +� 15 s7QC/C 26F( I I /BVC / 10 INSTALL 20'WIDE ASPHALT DRIVEWAY / I ❑ MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD > 00 2758 �� \ +1 p 56 B/P(,' r p+44 5 / \ xag BLOCIF 9 ` \ � 20 I00' J p o0 o/ SUPPLEMENTAL SD 303 AND SD 806. m 27S648 I /' 0 \ \ \ �Y I /SEE DETAIL ON DETAIL SHEET q I Q o 'EXISTINGSB -2758- > -1- \ 1. BOR,20, RC/GB / \ 10.00' w \ o / I 1 4 ,\ _\ \ \ \o Q \ \p \f BOR,20 1p+365pr-_ 4 �,�% \� \\\\\ \� \ I \ � I I Na_ Z5 w I § FUTURE 10'WIDE PATHWAY. \ \ \ ++ \2� , ° 2?5g 33 Z \ \ \ ^ ✓/ \ a / \ a' \ 2 ° - - - 2s8\ / o y S9\ \ , 2�5g 4p F( ?7$ I \ M \r Z m m J N N / ; 11 / I I O M m 2 Z 3 I \ o o \\�s ae i o� ( 8,72 f( N + \ \ \ \ � � c 3 / \ 3 ` \ a o o _\ o /2758.5 ,Q1°I ' // r 2758 74-1,�.05 ^ \ r N In M 2758.45 RB/PT / I o EXISTING LAVENDER - - \ +� 2,AC �" 15 $•Q \ co ago ca m j +g �N c� co ti 17+54.82,40.08'L / 4 HEIGHTS SUBD. NO. 1 - ( \ - 58.62 '°� M co ,r; v / I 5 _ 2j583pRC , \ l \� Acz�5g66q o + N + N + \ // 2758.81 RB / I STREET AND STORM DRAIN DATA 29+00 \ \ - B><OCK 6 \ 4+26.p5 I 1p+ / c ? ,. 20 r r ti 17+64.54,50.70 L 2 SEEPAGE BED NO.9 s s .. III \00 758 / ❑ E.PHENOMENAL ST. \ BEGINOO ' 1650'R / / 0 78(/p s N I \ _ - 6 (Mg TON NST / l l l +/ 15/88/PC l I 2758.85 RB/PT / ) DI 9A 51 rn j RR \ 2758 7 EXIST/N�' / 2 /l I l l \ +83 56 / / N I CLSTA.21+72.55,16.50,FIT,E.VALENSOLE ST. ,21 \ T ) / v o II \ 17+65.00,49.34 L + EMPO / I c� v / / E.H/ / j BCR=48.0' / o DROP INLET,ACHD Supplemental s - Drawing SD-604A,TYPE IV \ + P/RR 8 (TO BE RE p�DRCj N RO>JND / I N W 11/I I �yo, c� 1 S IT\ DC\'ST o0 2758.74 FS/RB / TOP OF CURB=2753.77 CD 9 / r I /l I ^ + N o T+~ 17+69.78,29.50'L 12"INV OUT(S)=2750.52 /\\_ P/RR I N T (O 2758.47 RC \ INSTALL 29.34 LF 12"PVC(C-900)@ 0.85%TO DI 9B 2758 / 1 11 I /I c�T c^; 7�; �, c� 17+72.75 \ 12Q(2s)=0.78 cfsP/RR 55 B n�l I I 4i PIRRq((Ey 13+9p44 / / n W W� I N o ,. Z .s --_---I \ - Q(ioo)=1.08 cfs OOHS 0(- / �/, �^, hPR (Mg TO T. m IIIr� N^ L o o / I \ R NEX/S / � d 13 N„ �►� \ DI9B\ ti\ o iING / 56 ^M / I I M O / 1 I I m u, + ^ ./. Z er o kp0 l \ I CLSTA.21+72.55,16.50'LT,E.VALENSOLE ST. 1 \ 14 cp b - - N � N„ ��o > 4 I ` , � x I DROP INLET,ACHD Supplemental \ - 1 Drawing SD-604A,TYPE IV 2 - - -2757 - - I I + 15 N s 2758.27 RC I TOP OF CURB=2753.77 I \56\ 4 /� ^ M o BLOCK 6 /o I sxE EXISTING LAVENDER P/RR 2, rJ �° P/R I I N ao 18+09.47 / I 12°INV IN(N)=2750.27 \ 3 (/P oo ^ i a 16 to 0 00 HEIGHTS SUBD. NO. 1 � ^ o� o \ / co s / 12"INV OUT(S)=2750.27 �QNAL 2a 4 2756 P/R 2, l \l PIRR N + 17 -^ - --- 2758.10 RC/GB/PT I INSTALL 3.55 LF 12"PVC SDR-35 @ 0.56°/TO SG 9 BLOCK 5 + 38RC R 56.rgEX��, H o N / I ( ) ° 13 18+40.30 I 85.g4 (lP W N m v- I --- / 13 Q(25)=1.84 cfs �\ 5 BEGIN OO 10 p0 R I,I P/RR c i � " of / 18 I Q(loo)=2.57 cfs UW II Q \ \\ 6 (MgTON EX/S l / a ❑WRY- = = a \ \ Iv H+ - /a..x m 19 8 NGj /?o �v �o R �n � d s \ J/ I SG 9 I M co«� I GC P/RR \ �� -----�y 1 - / ? I 1500 GALLON SAND AND GREASE TRAP /T A \\\ ❑ s6 - - - - - - - - -2756- - �N ^ + W W I N \ , \ iN a xx eb ^ m o 63.0 , / 20 BAFFLE SPACING,1 ^ +� d I (TRAFFIC RATED)WITH G / IfA + qo p/RR .+ --- ^ ^ xEo 3300' 2757.97 RC ISPWC DWG.SD-624. IN P•�� \ 2j ORARV 9 / 11 I� a d c� ^� a<<E p N 18+64.54 / I RIM=2753.90(W),2753.88(E) S6\ \ BE TURD / / IWW /I IN y y r N cn_ / I I (MATCH FINISHED GRADE) \\� REMOVED) gRODND /10�1 3 12"INV IN(N)=2750.25 n ?754 h I m y `� v II \�� 0 0.4% N 1g+00 I INLET BAFFLE=2749.65 OUTLET BAFFLE=2750.15 0 �� 1 5SR / ti / W W/��1 I I �^, ^ I r I P/RR ��,�+ ,o l i i 2757.44 FL // I LL LU w a \\ ~\ \ o D uON, 1 5Q R // /v l/ I I 12 ��cn I M Cs N . 5�g09� 2�5j d / 14 I 18"INV OUT(W)=2746.20 LU v C 2� 19+11.80 \ �+ TON EXIST G / o l III \ _ 13 / \ ,�' + N PIRR \ S 2�5�.I�t�i s \ 1 I INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SIB 9 z cc o E. Vq(ENSO \ l N ) / ? / o�• / / cn \ \ / / II N;o ,��o 86 FS + \ \ z z o m \ (EST H M / 2757.33 FL \ / W W /;a + \ / // BLOCK N 7\ 19+31.80 \ \ I SB 9 LU a z 158.0'L x 15.0'W x 63D SEEPAGE BED oLU z �o /N v \ \ _ r� y v ,; SEE DETAIL ON DETAIL SHEET J MI4/ '/- O�j p0' 1 ' PIRR PI R 0 U U 9 I / '� \ �, ¢ � N ` c, �, \ '16- N ^ ad M-� + � s ) � o IIG / N I 4� 17 N = I ow " / 'EXISTI \ �� \ / / s uo cv u, I ^^ N Q 2757.57 RC o oz / SB2_ N o� „ II v I " a 19+36.76 / H N III v N h W/ 2757.53 RC/BVC \ °C zLU Ec } o� w 12 / a // ^ N �� + vim,^. � 4" 18 �- \ I zocn co s� "� � + G \ 19+43.30 I ¢ oz w , N�,� N ao N m+ ,[ / \ 2756.70 RC/EVC/PC 15 `\ I o = z / ?7 ° / �/ \ \ \ I N e+; N � v o / / 20+03.30 I I N 13 / 24 54�B RC , o I `v ? ,�,+ co N 20 0 \ CD 2756.62 RC `\ I I z M OONST ` \N �M V N N H s 0 20+07.06,16.50'L I I z 10 16 (Mq TON EXISTING / 2 \ \ \ M - A`\OBE ST, I I'D/g `v s % 2 0% 2756.43 RC/GB/PRC - - 11 I I LU 17 / CO ^ SB g y+ q / - q 20+15.92,16.50'L 11 ^ Ng sue " / / _ , oae \�� ❑ ° ' s 2755.79 RC/GB/P R C-1" BCR_35' +31.81,28.30'LDg8 `V 20 P/RR 14 EXISTING LAVENDER 20 2755.39 RC M` N o- �HEIGHTS SUBD. N0. 1 ° 20+44.78,43.22'L BCR=28' p/RR N �`\' 15 o \\\ \ \ \ \ \ I // N■. �, -0.4- N 1 � � 275558 FS/RB V M rn 16 c _ \\ \\\\\ ❑ N N + 4 CD % �0 20+45.82,56.85'LCV \ I\ = \ \ \ v W s s\ 2755.16 FL/GB \ I / `\❑\ - \ 18 a ,`^w+ / I ? _0 7% 20+42.86,61.76'L\ �o INSTALL 20'WIDE ASPHALT DRIVEWAY / ❑\ \\� \ - � BLOCK 1 Io I�\ `L' - J ^ N "�^, M ae M \ ° o �", SEE DETAIL ON DETAIL SHEET 19 �/ ICI \ N 4M �m N!y t�� 4 J /� s �/0 \ R� 2756 i cv i. ,+ o'„ er m h w a�` - - -2756.12 FL/GB _ _ / I m� % I y h N N ^ f d o G� cd V 4 N 2.S o 0° h / J �i /° 0 20+25.48,146.44'L z' � 56, P/RR\ r �/// 27 I N N N N ft cl V o I cot 1.0 2756.65 RB/GB \ I I er Ems❑ �e- ❑ \ \lRR \ \\ l 32❑ I I Iry N N 4, o N �m v �, \\ N 20+25.89,149.68'L I7 I a �T -\L \ \ N c0 H co cn d M 4 �1 � \ / n J i N \ c0 Q' I� O m \ _ _ � �j -_ - __ `---�EP EP - \\ -' \❑Toe\�O r E/I ^ ��\ \ �- RR 29 23 N N ^ y !� N I I O J __ _ / I _ M p co _ E_ENT -\ram �_ P I + N I / Q EP � � � � � � �r \ \� �� IR I lam, N �p � � .... \fP _ _�\\ \ ❑ I N N `!� '/- M \ FP \ ��\ R �AT `�° \�` 28 III II N T \ _ \ PiRn -2753- \ I EP ��\ ❑ `❑e\ ec ==�� ❑\\ \T\ ❑ \ III N N y O I I // h O _\�_ / z -( -- EP EP \ -Ec= r\E\ TeE\ 5-- ^ c� COD Q �--' 2 ^ i` l Q CII \ to \\ _ W FP \ L � \+,\ -\\�oa��- ec��\� roe� � �\�Toc� _� �\)�\ P/RR \ 125 � N N I � � 0 - TOE TOF l 11P \ �� - / \ -- �� P/RR I 24 \ \ C W - r LU EPCn �, �� roE� UJI r I FP EP \orb e� \roe ec � Ec l� = i� \ �2�jr2� =Tos \ 21 - - - /2752' \ `� FUTURE LAVENDER I \EPpRR sQ v - - \ HEIGHTS SUBDIVISION °Tx� -- =`�Q � 1 / 20 w/ \ EP n�\ ii \ CIS \\ \ I I I 2j011 SSt IL - --- \-- ------- I I \ \ EP EGL _ \ \ I I I \ \ BLOCK 9 5 UJI / EP \ ec �\ �. \c� �\�� \\,\ P/RR I I \ \ �_L Ec \\\\EG J \l\ \\ - \ ` EP . P/RR \ \ PIRR EP \\\\� \\\ \roe\ ` I \ W EP \ OE EP BLOCK � � �/ 5/ �� \ � ``� c \ \ P/RR FP GIRR GIRR- U GIRR \ GIRR GIRR GIRR GIRR GIRR GIRR \ \ \ FP FP \ \-TOE \ \ \ \ \ \ PROJECT NO. 21-0204-LH2 \ \ \ \ EXISTING LAVENDER \ \ \ \\ \ \ \�\ \ \ \ \ HEIGHTS SUBD.NO. 1 ��s� ��s \ \ \ \��\ \ \\ \ ❑ DWG FILE C.200 DESIGNED BY BT DRAWN BY JTA - - - - - - - - - - - - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - -_- -_- = _- - - -__-_- - - = - 0 Q - - = _-_ = _-= - _� _ _ _ =- y� G \ \ \ CHECKED BY BT EG EG EG EG EG ��G - EG EG EG EG EG - - - - - - - p EP EP E P E P E P E P E p EP EP EP 'E p F�-E P E G/ \\EA n u n a x s c x \ EP E E P 0 R I Z SCALE A S S H 0 W _ EG EG EG EG E� EG EG EG EG EG EG EG O \ EP ISSUE DATE 03/01/21 j _ EP EP EP EP _ EP EP EP EP EP EP EP EP /EP EP / -- H N / / SAWCUT SAWCUT / / / / / c / o c - / / c o / - - - - o snwwT c snwcuT / snwcuT o snwcuT o snwcuT \o VERT.SCALE AS SHOWN o i o 0 0 - -E.LAKE HAZEL RD. o o o / o 0 - - - - - -co- - - - - - - - - - � _ - - - - - - - - - - - + 1 4 - co \ \ \ \ \ m \ \ ■200 �---EP-----EP----\ __ �� -� SHEET 2 OF 15 DACivil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.200(Street and Storm Drain Plan).dwg I \\ STREET AND STORM DRAIN PLAN SCALE: 1" = 40'-0"HORIZONTAL _ r 60 40 20 0 40 80 J 1 f J / / / / CIVIL INNOVATIONS PIRR PIRR ,PIRR PIRR _ PIRR _ PIRR _ PIRR PI PIRR PIRf� / R �- PIRR \ \ NORTH HORIZONTAL SCALE IN FEET �R� p� PIRR ` PIRR - - - - - - - _ - _ _ __- -�° 7 __- - - r/F _2745- rr CONSTRUCTION KEY NOTES INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD-712H, (BLOCKII AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. 10 9 / 8 7 s - '2�4 =-5_ 27¢5 - 3 2 INSTALL 5'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. T INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD w o0 SUPPLEMENTAL SD-710C(6"THICK CONCRETE-SEE NOTE E). O N N E REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET p ti c o MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD J 0 o •� - EXISTING LAVENDER EXISTING LAVENDER SUPPLEMENTAL SD 303 AND SD 806. m p o0 /HEIGHTS SUBD. NO. 1 HEIGHTS SUBD.NO.1 I I I I - 1 1 III - o FUTURE 10'WIDE PATHWAY. Q w z Z /I > w m o 3 - - - - - --- -_- - ° - - - - h co EXISTING I I I I -13,/ _ _ _ �_ LAVENDER I I I I I / / o\ i j o _ - - o c E.BRACE DR. 2747- _ _o i o2747' _ _ f o \ HEIGHTS SUBD.NO. 1 - T - - I I I I Mir i - -mom - - - M4+76.15 00 _Ma - - - + _ MIT_ � _2747 i 27¢7_ f I N I II II - - - - - _ / -------- MIT ------EXISTING SB 5-------------- o o - - - _ _ I N II I -----------------EXISTING SB 6------- _---- ° ° i ° ° -----EXISTING SB 7 o \ i l o - PIRR - - - - _ \ -- / // - _ _ PIRR PIRR ___ PIRR PIRR I I \ I\ \ -- \ \ I \ EXISTING LAVENDER - _ ° I / > I EXISTING LAVENDER I / \ HEIGHTS SUBD.NO.1 a HEIGHTS SUBD.NO.1 13 2 z - \\ W \ / \ <�So 14+00 _ _ 8 \ 2747.42 RIC to a 4 14+30.19,16.50'L u; 2747.42 RC END CONSTRUCTION z 1= \ _ 14+30.19,16.50,R \ \ (MATCH EXISTING) U) I I '`� � v \ �QNAL \ _ LU 4 END CONSTRUCTION I / ��_ o \ --- ---_- -- (MATCH EXISTING) I I / k - �� +I ST �l = - - ---- - -- - -- - ---- -- / \ // 4 - - - - - - - - / / II / ° \\ \) \ BLOCK 7 t BLOCK 8 I BLOCK_8 \ \ \ f Ir I / m / 11 / \ �I �N 62 3 � \ \ 7 I\ \ 11 -27¢7� \ \ 2 1" I III \ / / 11 / / // � � 03/�//:1/ 0 � -2745 / BLOCK 9 OF \ 33+00 II �8� s 14 00 I I / 1 2747.62 RC/EVC t I $ I 2747.62 RC/EVC �� 5 / I / / / \ / ��MI N `5�� 113+80.19 13+80.19 P 13+00 \� \ I y\ \ � � o. III 2747.79RC 7 �v`b / v / 13+60.19 / 1 // I / o w J w _ EXISTING ACHD -- - - - - - / I _ - / Lu LU J OC F- / 11 4 / \ STORM DRAIN �- I I cc o } \ /\ 6\ 12 t / z � - s� EASEMENT I / I a \ I EXISTING LAVENDER _ _ \\ 1 \ I / 1 / / I I W a z HEIGHTS SUBD.NO.1 \ z z \ \ 2748.65RC \ � � III Ip - - - - - - - / / // / f I LUo - LLI Mcc LU J \ a \ -13+20.19 III 6 / / / I \ z / � z o z m \\ \\ 1\ 2749.34 RC/BVC I I 2749.34 RC/BVC _ 13+00.19 s / \ 13+00.19 - - - - - - J / I o � z w a 1 \ `13 00 - s 2749.73 RC I 9 / / II ti a o z \ 12+90.19 I / I N o 0 \\ 32+00 10 � 5 \ � _ \� 5 \ � 1 13 \ \ � - J ocn \ ° 1 EXISTING LAVENDER I vS= Lzu \ \ I J 1 HEIGHTS SUBD. NO. 1 z / 12+00\ I \ \ � 1 \ ` , 2750.89RC ¢ z � 1 12+60.19 I I I I / / LU o BLOCK f i CO o t I$ \ - \\\ BLOCK \ a _ \ \ � � j\ s _ 63.00' III° - - - - - - - -7- - - - 1r// 2 ` 6 \ 4 14 _ - - - - - 11 / 2753.23 RC - 11 s 2753.26 RIC I 12+00.19 \ PIRR- PIRR / PIRR 11+99.31 - Z \ 31+00 \ ` / \ a I - - - 12+00 I` _ _ � - - - - - - -- - -- - - LU - • - - - - - 7 BLOCK 8 M. 8 _ _ _ -3, I a - i 2755- \ \ \-2753 / O ---I- �S6 1 z \ � / / / -2756 - \ 1 /' / 7407 2758- - _ 11+00 2� EXISTING LAVENDER 5- 2755.56 RC W I \ / y I 11+40.19 \ / \ HEIGHTS SUBD. NO. 1 a - / ----- L / \ 2755.79 RC/GB/PT 0° 2755.79 RC/GB/PT I - 11+34.30 y\ a / 11+34.30 / >! lllllllll� lllllllll� lllllllll� ° lllllllll� lllllllll� lllllllll� �■ lllllllll� lllllllll�/� lllllllll�/� lllllllll� \ lllllllll� lllllllll� lllllllll� lllllllll� a MATCHLINE - SEE SHEET C.200 u / T i I I I MATCHLINE - SEE SHEET C.200 �RR\ \ 2 � 2756.76 RC/GB/PC, \ _� _ / 11+09.38 �h06 o f .2758 i / --- ----- / � -- 2 Q ti o cr + -� o 275695gC/E \ �� '2756.76 RC/GB/PC /I�// I I \� // ��/ // \ \� p / T �- \ i o ` / BLOCK 8 - +04.50 VC / \ 11+09.38- Cn 27S6, - - - r , 16 ?75g31g� � /l / ®I \ 2756.00RB // / / \ z o 14 3pgC -/ 10.46 C r1 _ I \ I 17+35.62,137.49'L / \ y Q �- ° S8 / °EKK 2755.62 FL/GB / / 30+00 o BEG/ 5 16 50, l p+ 3 gC/By 63,00, / .. ?75S 95 - - \ , \ �� \ / / o -� { NCONS C 27 4q.5° C 33, gC/EV �� \ ss 17+34.43,132.04'L / 275s.40 RB / / I �C z / H1D00 (MAT T. S84q .00 11 C - ,\ \ N = w / \ - TEST. --� - - OHFXISTI \r0+36. gC/GB/PT 4.5°- �� \ 2.0% �17+48.71, 142.61'L 50 v s v II �0 II ��\\ ��\�'� v/� \\ 5.o0' /' / / I � `u w 275 \ I 27 I 6o EXISTING RESIDENCE p•50 / / L I F- ro+oo\ o � � ?7 2, 622Fi / S833gC TO REMAIN I ~ Lu \ 58 6j gC 56 26 F( / I /BVC / / I W � \ 15 /GB r0 / 110 INSTALL 20 WIDE ASPHALT DRIVEWAY ` - 2758-�� _ +1 /PC +44. \ \ -EXISTING,SB °56 BCR,20 r \\� / / 2jS848 gC/�Bjpr° 11 \� )BLOCK \\ j/ 10.00'I \0.00' //SEE DETAIL ON DETAIL SHEET ��/ I \ o / I 1 4 --,� - \0 4 - \� 1, 2BCR,2p, r0+36.5° -- $ N l�; \ \ I � // / ICC _ o - 2js8 9� ,�� 2,594p ?7 I \ M ,fi.33 FLr' Z w J N c,; / 11 I I W 1 \ 2 _ - - o o \\r o i F( 5872 N + \ \ \ \ 0C m J o s �ae i F( o za o cs I / \\ 3 a o "' \ 2,5 - // ,' rn/ r ?758,74 F 4.05_y � \ \� �T a, � � 2758.45 RB/PT N �i o 15 N vs \ / \ EXISTING LAVENDER _ +� l 8'2��C j rS+BB 05 �N \ cq r,� 17+54.82,40.08'L / \ 4 HEIGHTS SUBD.NO. 1 _ - - \ 2 ( $62gC sss, ° N� \ Z - / eo Le+ co \ / / I W \ / \ - - \ 17S8,3p MC ,d \ / \ 2,58.68 0 L„ + c� + N + 2758.81 RB / E.PHENOMENAL ST/ 29 00 \ \ 5 - BtOCK 6 4+26.05 I 10J / q0 9 1. � I-- r ti I / 17+64.54,50.70 L _ BE °p 16.50- / s . s III 0p 2758 7a�/P I r / / l\\ -\ RR \\\ 2758- 6 (MAT HE ST.X/ST/N R / Z /l l l / l /l /Ss/ I N .0\% 2758.85 RB/PT / N 5 7 G / / -2� \ ) o /I ' �� 17+65.00,49.34 L \ -\ r o - ILA o 8 ZEgPORARV TU l / /y co W W/// / l '�/ H/DCpjE / % BCR=48.0' / + \ P/RR EREMOV RNAROVND / llN l 1 "o v 1 S I \'Sr o s 2758.74 FS/RB / + r EDj I o I o / PROJECT N0. 21 0204 LH2 \ 9 1 / --- -- -- -- _/ + a 17+69.78 29.50 L ( P, DWG FILE C.201 l RR N � � / �n r I 1� - 2758.47 RC \ N \ PIRR `� \ 0 27S / I 111 I ' N ^ do v v / 17+72.75 12 I DESIGNED BY BT \ o PIRR 85$g8 / 11/ W l III "I C I \\ PIRR -I- A<<EV _ - BE+9p44 I00 , / / n �& 7l1¢I I N I � s. °s -----\-\ \ DRAWN BY JTA I \ \_ cam- RR� (MA EONST 0�- /� / mX III a N^ L CHECKED BY BT I \ PIRR c_ \ - N EXIST( 13 N N I o \ \_\ P/RRNG� `1.1h6 /<C '1- / / I d' 1 / / H `r' + 2 a `�' _ \00 l I ISSUE DATE 03/01/21 T / /G ^ // I ^ 0 14 cv „ y o , w4. 1 I HORIZ.SCALE AS SHOWN 2 - - I CV _2757 �\ \ I /y�+ 4 �,. 15 w� s 2758.27 RC i VERT.SCALE AS SHOWN EXISTING LAVENDER P/RR 2�56.r� PIR / 1 N o m ae 1 18+09.47 / 4 // ^ „ M o BLOCK 6 / \ 00 3 HEIGHTS SUBD.NO.1 C/P o ^ oar 16 2a� p II ?76636 P 17 `----- 2758.10 RC/GB/PT , gC RR ,56'r9BLOCK 13 18+40.30B54a rn _44/ 13 I C101 4 SHEET 3 OF 15 DACivil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.200(Street and Storm Drain Plan).dwg E. HIDCOTE ST. S. MECHTA AVE._E.VALENSOLE ST. - PROFILE-STA 13+00.00 TO STA 25+00.00 I� 2770 2770 mi zUj a z PVI STA:19+73.30 w C) z ; PVI ELEV:2757.45 y z w = _j K:35.98 CD z Fn z `� ¢ LVC:60.00 2765 o� m = cY3 2765 W 00 CD Z_ N C%jO N ti M ^ cp+) n < O N N C9 U J = �' CO co M + lf) V NCO O LO O T h m 0 � + � OLOO r� N rn N p+ N � p MO C:) v Ln v oo cn N O 00 II II N O H J 00 c N r- C + r- 11 M r > Gi > U, OD p o0 0 + N + ti r N ¢ w + N V � � w m m w w Z m c + 4 N II > N w r II + N PVI STA:21+27.55 w co LLi N 5 II T ¢ , II > °O II PVI ELEV:2754.03 z > z ' Q N Z 11¢ w II > v~iw � w II > K:33.02 a m � o Z 3 J ¢ w cn ¢ � LVC:60.00 o O W m 0 3 2760 "' c) w U) w of w 2760 co 2 3 r------------0-44%__ EXISTING GROUND . � � M 'ram'. Co 0.55% ------------- AT CENTERLINE + "' � In ~ Z r ---- • -- L--_ - p N N U-i + ----- ----- --------- / `� _ N w N w + � � N \\ // - j m > N II EXISTING GRADE AT II \/ - -- ---- m u, a I\JfJ \ -------- -------------------------- J AT CENTERLINE PER I -_---- ---- ; J o 2. 2% cn w cn w I LAVENDER HEIGHTS p 2755 SUBD.NO.1 � ___ � M � I I r r + °? 0.40 -------- 2755 � w c� 0.40% \ Cj _ a T + 4"PI 8"SLEEVE \ F------------------- III _ ( ) Ii 81.00 LF OF 12"PVC @ 0.22% III a �' FINISHED GRADE \ EXISTING GRADE AT a AT CENTERLINE PER AT CENTERLINE r------- LAVENDER HEIGHTS 12"SD I SUBD.NO.1 L J L J o �12"SO(C-900) 2750 EXIST.SDMH 4 EXIST.SDMH 3 a 2750 STA= 13+26.05,2.0'R STA= 14+11.05,2.0'R RIM = 2757.90 RIM = 2758.27 12"INV IN = 2752.58(E) 12"INV IN = 2752.76(S) 12"INV IN = 2754.39(N) 12"INV OUT=2752.76(W) 12"INV OUT=2752.58(S) V cD 00 N O N coM C' Ln N O T O N M w p r 11 w r- w N � N w r 10 C' cc C' iG p iC r M I� '(O LV AL O N ',r r N O co N 11') O I� IC cD �,V I� O W O M N 11') r h O Lf) O I� QI O O M r O O r O O 1 v °o °o Ln co eo L f eo ai of of of of ed of ed°o eo co w U) ri m r m M m M m M m M m La co a Ln a Ln a Lo a m c �� Zs 1'.�Zj� l Lf0 Lf0 ua Lf0 ua Ln Lo L(0 ua Ln ua C" ua M 00 00 L a 00 ua 06 ua 00 ua 00 ua r- M to Ifa to to to ua(D ua r- ua Ln ua L(� ua Lfj Lfj r- r �r_ rr- r� r� _ r- P. P. r � P. P. rr` rr` rr` rr` rr` rr` P. P. P. rr` N N N N N N N N N N N N N N N N N N 04104 N N N N N N N N N N N N N N N N N N N N N N N O 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 OF IN P LL J W U 0 Occ Z S. BALLERINA AVE. - PROFILE C a 2770 2770 ALLEY PROFILE z ¢z >o 2770 2770 w z z �<_ oz W m J CC W > O U U O O O Z PVI TA: 0+7 .50 2m 0 z cn PVI ELEV:2758.20 o W K:18.77 } > o} w o� v Y LVC:60.00 ¢ ~ w = am0 IU') ? � o ¢ Z Y O Y ¢ ¢ p w 2765 11J o v 00 o LO 2765 2765 z w v ¢ = 2765 0 � v OO r ¢ O N r N D U ¢ W Cn = W C0 ; r 6i PVI STA:13+40.19 m w O° o z m + ti o U, m � w PVI ELEV:2747.86 0 o ccnn in rn o C. "' ~ oN c m w M � K:22.94 u' z cc orn ¢ � M ¢ z � II + 06� o � LVC:80.00 0 oz r- � � �w ¢ o ¢ W O N + ~ J m o M r N O 117 cn m = co w r N Q' v r' C) v Cn w EXISTING GROUND o cD II II v � N = CO ~ o II II T II orn or- vrn m > cn T z > O v In N v AT CENTERLINE + ¢ w + ti 11 F- J II W M OO + N + N ti m ll") I� N CJJ W N II > 2760 cn "' c~n W-a�i N 2760 2760 co N_a' co II II II II ~ J 2760 _ > cn w 2.00% oao% r 11 / J LU m W __ --------- Ww T u w¢ II _________ --- > J > -- ---- N 0 1 0 - o z 1.80% = CD m ---- -- ----- ---\ i 4.87% \ U OC m \ 2755 Z oz w -¢ 2755 2755 Lo r- 2755 zCC) �' FINISHED GRADE n LO c z O Cl? \ o O w m 12"SD 4"PI(8"SLEEVE) r + Cl? '89% m o In J "' �� AT CENTERLINE II r � w C ¢ ' � ¢ w y 0 CO cn W w - co � � C.�3 > O J J ± o a, NU, + ^ EXISTING GRADE AT \ M ^ o6 c`! m r N CENTERLINE PER d FINISHED GRADE + v m ,� r co AT CENTERLINE v N + ti o cc? II II LAVENDER HEIGHTS 2750 \-- _ II II T p + -~ J 2750 SUBD.N0. 1 Q ¢ w II r N ' ' 2750 2750 ci w ¢ w II II w ¢ w H J LU Q J ---- - O _ QI QI CD QI QI QI QI CM IR ap r � a, r� M� wIp w C:) W gam gao l-; ea.6 ee.6 P.of n'6 r� Ir e W \� -r- n� n rZ� "I n L. n� � 2745 2745 N cV N cV N cV CmcV N cV CMcV CMcV CMcV EXISTING GROUND AT CENTERLINE EXISTING GRADE AT 12"SD 13+50 14+00 15+00 16+00 17+00 18+00 CENTERLINE PER �_4"PI(8"SLEEVE) LAVENDER HEIGHTS W SUBD. N0. 1 Qf c "0' CC,*N� N0 Mm Mcpp Mp O� INOO V O Ya Lf�L^f0 Yr9 U( Ln L. M Lull m�j Tr � �V �P.V V V rn rn r to LO co n '_ rI` rr` rI` rti rI` n ti N N N N N N N N N N N N N N N N N N N N 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+75 W W a ma PROJECT NO. 21-0204-LH2 DWG FILE C.202 DESIGNED BY BT DRAWN BY JTA 40 20 0 40 80 CHECKED BY BT ISSUE DATE 03/01/21 HORIZONTAL SCALE IN FEET HORIZ.SCALE AS SHOWN 4 2 0 4 8 VERT.SCALE AS SHOWN VERTICAL SCALE IN FEET C .202 SHEET 4 OF 15 D:\Civil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.202(Street Profiles).dwg \ 6 \ \ \ \ Ld V i - 2753- - \ - 2755 _ \ 7 \BIOCK8 - - - - \ \ - z 2756 \ / \ / \ N — 2755— / GRADING PLAN \2757_ a -I I � \ -- 8 - - ---I--- �- \ -----�--- ----- • _ \ . � 5q� � MATCH EXISTIN� \ / � I - \ EXISTING LAVENDER \ \ 'F5- 21 i SCALE: 1" = 40'-0"HORIZONTAL W \ / 3:1 MAX.SLOPE 1 \------------- ------ -----�--2758---�- --------- ------- \ l / / 2�5� HEIGHTS SUBD.NO.1 27ss, -1 \ \ I MATCH EXISTING �� /i/ 60 40 20 0 40 80 / -------------- \ 56 v s ____-- v 2�---------------� m . ,�, / 3:1 MAX.SLOPE _ _ _ - / � / I —'"-—— \ y 2jiJ^ / / \ CIVIL INNOVATIONS / + MATCHLINE - SEE SHEET 0.301 I \ \---___ \ s a �'llml INN INN , I I IR I MATCHLINE - SEE SHEET C.301/ NORTH HORIZONTAL SCALE IN FEET 'IN I _ _ 2757 \2�s6F s rm\ -2756 � / I I I I I /A _ / ->__ 2758- / � 2jS l `�� \m I — / / \\-- s I / J I 2755- / / \ \ GRADING CONSTRUCTION NOTES \ - - --- BLOCK 8 2> \ l \ J -2757 ` — \ //l / v I \ // // \ \ 1. PRIOR TO COMMENCING SITE GRADING OR FOUNDATION EXCAVATIONS, ALL BUILDING AREAS AND FILL —2758— — �— — \ \ \ 16 Ste_ \ l — I \ / L I \ / / / \ 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 2758 GENERAL FILL.GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON SITE EXCAVATIONS OR \QUUTE \ \\ - — — \ ' - \ \ ��s \ \ I l \ / / I APPROVED BORROW SOURCES.GENERAL FILL SHALL CLASSIFY ACCORDING TO ASTM D2487 AS GW,GP, Z o T _ ST - 11 J- \ - — \ / - \ \ \ \ / / v / - \ MATCH EXISTING \ \ / GC,GM,SW,SP,SC,SM,ML,CL(OR COMBINATIONS OF THESE SUCH AS SP-SM)MATERIALS.IN ADDITION, ap \ r \ \\\ \\ I I / I o LU THE GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 4 INCHES AND SHALL r E 3:1 MAX.SLOPE / O o0 0 \ \ \EXISTING RESIDENCE \ I / / L BE FREE OF EXCESS MOISTURE,ORGANIC MATTER AND DEBRIS. GA T -: N F1113pg TO REMAIN V / o ~ o ,,; II \ \ \ 17 -� / / / 3. MATERIALS THAT ARE FROZEN, CONTAMINATED, CONTAIN EXCESS MOISTURE, ORGANIC MATTER (SUCH c� ap a / v v— 2758-v� �� s� III / \ V A A 10 / 2757 ao AS STRIPPING OR ROOTS).TRASH,DEBRIS,STONES LARGER THAN 4 INCHES,OR THAT CLASSIFY BY ASTM > \ , ' I � `BLoc'K 9 / I m o s` ` s \� 60 \ \ / D2487 AS CH,MH,PT,OL,AND ARE NOT SUITABLE FOR GENERAL FILL. a Y — o i / ° STING SB 4 — — -2758 — — \ > _-�\ 1 \ 1 / / ✓ ' / \ �\ \ /, N I / / �h� I Lu i o I - -\ \ \ \ �\ \� h� ---j - Z \ \ \ \ �� / I 4. AFTER THE REMOVAL OF ALL VEGETATION AND PRIOR TO ANY PLACEMENT OF GENERAL FILL, THE ' Q N Lil > o / 1 \ I \ \ ti \ �j6 r \ ^\�/ \ \ / I EXPOSED SUBGRADE SHOULD BE UNIFORMLY SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES, p Z 3 2 \ O — — — \2js� a� \ s / a \ \ ( 2Z\ \ MOISTURE-CONDITIONED AS NECESSARY,AND COMPACTED TO A MINIMUM OF 95%OF THE MAXIMUM DRY O Ld m O 3 \\ \ \ l / \ \ �6 r \ // / DENSITY IN ACCORDANCE WITH ASTM D698. co \\/ $ j a \ \\\�� \ - L \/ // \\ \ \ / 2758 / I I 5. AFTER SITE PREPARATION IS COMPLETED,GENERAL FILL SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSE O / EXISTING LAVENDER _ \ / ��s \ \ \ / l HORIZONTAL LIFTS AND COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY AS DETERMINED Z \ 4 - - J MATCH EXISTING HEIGHTS SUBD. NO. 1 I \ ( �\ \ / \\ �, a \ \f 3:1 MAX.SLOPE \ \ / / MATCH EXISTING BY ASTM D698 - STAND PROCTOR COMPACTION TEST. EACH LIFT AT EACH BUILDING PAD SHOULD BE \ \ _ I DOCUMENTED FOR DENSITY. 5 J I / / I 13:1 MAX. SLOPE E.PHENOMENAL ST. " % \\ % BI SCK 6 \ \ \ \2758 i l 1 ° I °° III \ / \ -- I s°° , 1 276p, . 2760 I \ / / \ I 6. ALL EXISTING IRRIGATION DITCHES, TEST PITS, FOUNDATIONS, AND DRAIN FIELDS SHALL BE moll / �w�„� RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. 1 — / / PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER / "' \ \ / \ / I / / \ \ , '�\/ 2759 f I ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. + \ / 7 TE / II 2 �� 2�S \ \ - - MP°RARy / WW llI 1 I �S9 ;�\ 9 TU \ \ 8 �0 BE REMOVED)RN ARONND / l I l 1 1 1 s I 2759\ , E.smc / 1 N TEST I I 7� r \ 1 /lR I I / \ \ I I 31AMESISTING i / 1h1 11/ I W I 19 / \ 12 / OP I i s --------I \ -AC(Ey _ -- _ E , / / n �W �/j¢I I/ 2�59 II \ 1 I \ 1 II yl I I - -2757 - - \ �\ / IF�G� i WWIIIII 2�S 15 i / l l SII I 2 BLOCK 6 / EXISTING LAVENDER 16 lI \ 3 HEIGHTS SUBD. NO. 1 \/ I I v / 4 BLOCK 5 ,'�- 2jS> /' 17 13 --} II \\ 5 / - \I,I �\ // I a \ \ s / 8 -7 - - - 2756- - i \ W i 2 / I I I I \i \\ R I ----- \\ OF 11 O a � 9 N P � ° oMPORARY rU g\ i �hh /I� 55 / 1111 AIIEY I r111 v v v BE REMOV RN AROUND-/ 21 MA EDj TUHEX/S o J LL' W I— J ~ \\ \ 3•l MAX SIOp TING ; / �l I l 1 I 1 I 12 r:a l - _ -; / 14 I I Q I / \ \ \ E llW / lI � I � / � / j 1 I wO z OC U W 0 / ` LU 13 \ s \ 2758 0cco m l \ E. VA EST /l l a 1 1 \ s8 14/ 2�S> \ z a o / \ \ E. V E 0( \ i / 11\ I � \ \ -2� / \ � F- K \ \ I w z z - / \ � o - s S - 1 6/ s �l - � � 5 g v/ l - -2755 / \ �� _ — Q s - ----- -------J o o m z u, o CD o z O w N� ti \ / / / 1 1 2755 N i i 17 IC / cc `c °� Tl B s / 12 i h -- // M I I Cl- 18 \ \ I z o LU U 13 / z m o / 16 \� \ \ \F VASE J �S4 \ — — o - 10 \ \ \ \��EST 6 s -= = 2757 --- I I w Q o _ LU = x 17 / 2754 - I i /9q . s / I I w cn � SBq l \ 0/ B R 2756 / EXISTING LAVENDER M 20 \ \ 9 / i � \ / \ /� \ 14/ HEIGHTS SUBD. NO. 1 ATCHEXI _ cm '�\ \ \ / ■ 3.1 MAX S�OPNG l �\\\\ \ \\ ° 2754 _ s� l 2jS \ \ \ h l - --_, E S ,1 \\ \ \ \ 31 / / �_ \\ 18 / \ \ ' s\ 6' \ \ \I MATCH EXISTING \�� \\\\ / I \ 3:1 MAX.SLOPE BLOCK / /�n��11\ \\ 30 \ _ \ O CA CEP EP \, _� \ \ \ / - \ \ \\/ \/ l 32\ EP I \ mac\ � \ Z, \�rcE � \� o _� / I �\ � ram— \ �\—— _ / — \EP — EP ��\ ce\\ O rr — \\ce\ \`� — — — \—— / 23 / // / \ \ \ I I p cN _ - EP EP \ \� \ �r \ \� �� l l \ / \ \EP—\ ---"�—\�YN F RR L\ \ - \ III I ii ; \\ I l I o a J \ EP J - \A FRCD \ - --- \ 28 _ y a- /` _ \ EP --EP��\\ — e\\\Ec — —\` _ _ \ � , �\ jam\ III I \\ \ I I / / z z_ \ - � � -- EP EP \ �\ —E�--\ \E\ - �� \ \� -- 2755 �25� 'i coi \ / Q o I CD EP \ L z \ `- �� -MATCH EXISTING \ \Tp i$ _ �E 3:1 MAX.SLOPE _ ioE EP \��\ -;tea \r_\\ --\_ _,�E \� ��SS -- - `2755 \ �_ EP \\ ti/ I EP \; r \ �\ — W I w r I \ EP O roe Ec— — i� \ �cE =—� / \ / — / 21 \ N -1 ,\ EP or \ ec _ CV FUTURE LAVENDER \EP\ - -- ��2175 HEIGHTS SUBDIVISION I EP \ ��' -- 2, 20 r \ \ I \ _ __\ \ \ i ESQ W � _ \w \\\ 6 BLOCK9 215�\ \ _ 18 FP- \ \ \s\ \\\1`ec ec \\\ ��\\� \ � \ �-- \ \ \\ \�P - \ \ \�� \\2�5LU 7 \\ \� \ ,MATCH EXISTING- _ �s�. \ 3:1 MAX.SLOPE \'O� BLOCK 1 _ `\/ �\�\ 5g -- \ \� - - - - = _ -- - - -- GIRR GIRR— U GIRR GIRR GIRR GIRR GIRR GIRR GIRR I \ \ \/ \ �� \� \ \ \ \ EP \ \\\ \\ \ \ \ PROJECT NO. 21 0204 LH2 EXISTING LAVENDER HEIGHTS SUBD.N0. 1 \ \ \ \\� / \ 0 \\\\ \\ \\ \\\�� 2755= - DWG FILE C.300 MATCH EXISTING / �, - _2758 --- \ \ \ \ \ 3:1 MAX.SLOPE DESIGNED BY SIT ------------ --------- ----- - - - - - - - - __-- - - - - - - - - ---------------- -- ---- ----- ---- - DRAWN BY TA - - - - - - - - - - - - - - T , - - - - - - - - - - - - - - - - - - - - -_- - - -T_ -�' T J - - - - - - - - - - - — MATCH EXISTING - - - - - - - - - - - - - -_ - -! - - - - - - 7- �--- —+ _ r=- _- - - - - - - - - - - 0 c i CHECKED BY SIT 1 3:1 MAX.SLOPE — — — — — — — — — — — — — — — — — — — — — — — — — — — — p— _—_—EP—————Ep—————EP———-- EP— Ep-----EP-----W-----W — W ---Ep--� EP_-- — L — - - - - - - - - - - - \— — - - - - \ �/` \/ ax sisxl I\ \---E'_�_ I—Le --1 ISSUE DATE 03/01/21 EG — ~EG EG EG EG h �G EG EG EG EG EGA — — — EG EG EG EG EG —E� EG '��EG`EG EG EG EG EG EG EG \tL— j —EP EP � EP EP EP EP EP IEP EP E�, EP EP EP P EP / -L EP — / HORIZ.SCALE AS SHOWN SAWCUT SAW&UT — I / 1hrx �55 6 r 151 z ,2750 2757 ' ' — — — — — SAWCUT / SAWCUT SAWCUT�� SAWCUT 215 SAWCUT / �2 \ ^)2 o / o o - - VERT.SCALE AS SHOWN o - - -E. 0 5 0 �� o / / o o °° LAKE HAZEL RD. 21 - - - -N - -�- - -`- - - - - - - - - \ \ + � \ cli co to - - - - _ _ _ - _ ____�----_Ep--_��----_ m- Cm300 2752- — EP EP SHEET 5 OF 15 DACivil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.300(Grading Plan).dwg I \\ GRADING PLAN SCALE: 1" = 40'-0"HORIZONTAL _ r 60 40 20 0 40 80 / / / CIVIL INNOVATIONS --- ----- —------------- — / / / / / / \ \ \ \ \ \ \ NORTH HORIZONTAL SCALE IN FEET --- - - - \ - =-- _ - __\- - - \ -- -\ _ _ --\ --- - --\ -- _�_�- - j�j --- -�- - - ---- __- -_- _ __---- ---I =-- _ ---------- -- ---------=--== - ---- - - - - - - - - - - - - - - _ _ - - - - - - -- - - - -- -- - - ---- -------- ----------------- --- ---- --- -J — — _ __ I - / - - - - — /� GRADING CONSTRUCTION NOTES 1 PRIOR COMMENCING GRADING FOUNDATION D EXCAVATIONS, BUILDING AREAS AND FILL AREAS SHOULD BESTR STRIPPED OF ALLLDEBR S VEGETATION,AND UNDOCUMENTED D FILL. IBLOCK o _ _ \ =-i � 31 2i l i IIii/ I II 10 9 / 8 7 6 -_-5- \2745 - I I \ I 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 / �---`I I I r APPROVED BORROW SOURCES.GENERAL FILL SHALL CLASSIFY ACCORDING TO ASTM D2487 AS GW,GP, o/ EXISTING LAVENDER EXISTING LAVENDER I I I I /I w�l GC,GM,SW,SP,SC,SM,ML,CL(OR COMBINATIONS OF THESE SUCH AS SP-SM)MATERIALS.IN ADDITION, T 0 / HEIGHTS SUBD.NO. 1 HEIGHTS SUBD.N0.1 I I I II I / I m THE GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 4 INCHES AND SHALL F- I / O �„ N 8 BE FREE OF EXCESS MOISTURE,ORGANIC MATTER AND DEBRIS. T � c v I I I I I 00 3. MATERIALS THAT ARE FROZEN, CONTAMINATED, CONTAIN EXCESS MOISTURE, ORGANIC MATTER (SUCH W 00 •0 II I I AS STRIPPING OR ROOTS).TRASH,DEBRIS,STONES LARGER THAN 4 INCHES,OR THAT CLASSIFY BY ASTM J > m 2 00 D2487 AS CH,MH,PT,OL,AND ARE NOT SUITABLE FOR GENERAL FILL. a o / ^ EXISTING LAVENDER I II I Lii I /� I 4. AFTER THE REMOVAL OF ALL VEGETATION AND PRIOR TO ANY PLACEMENT OF GENERAL FILL, THE ' Q N I o (HEIGHTS SUBD.N0.1 I \I \I I EXPOSED SUBGRADE SHOULD BE UNIFORMLY SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES, C p z 3 MOISTURE-CONDITIONED AS NECESSARY,AND COMPACTED TO A MINIMUM OF 95%OF THE MAXIMUM DRY O u-i m p 3 DENSITY IN ACCORDANCE WITH ASTM D698. co O 3 5. AFTER SITE TA LL L SHOULD IFTS AND COMPACTED TO AT LEAST 95I%OFTHE HORIZON MAXIMUM DRY DENSITY AS DETERMINED Z T _ -13,/ _ _/ - _ 2747- - - \ N I I I BY ASTM D698 - STAND PROCTOR COMPACTION TEST. EACH LIFT AT EACH BUILDING PAD SHOULD BE N I I I N DOCUMENTED FOR DENSITY. / \ - E.BRACE DR. - _ 6. ALL EXISTING IRRIGATION DITCHES, TEST PITS, FOUNDATIONS, AND DRAIN FIELDS SHALL BE \\\\\\\\v\\\v \\\\vv -2�79-2\4_7�7�- --5\7-_-5-v\-_--2-=�,2S_--7-�4\9 8—2��`j 2S-vjr25-\2>-vQ-j\-_—\v2\\>—\4�-\6�-\—�-j_\I I- s`°s.s'° !o-';II�I v II\vI�\-Il/1TT---z/1�-��I—-2,2222 i�j,�SS1T—SSQ-2 3SS\r II I(II/I I✓II IIII IvI III I�I I I IIII�I II I III II I\\I I III II/IIIIImI�\III.�sI°`I I I I I Iro,,�v\-\ I- /- I�iIjI I,�I II II I�II I IIIII I II I I IIIII III I I I� /\/ ■ /IJI/I-I/IIIII I I�///-//II\II-I/II I I�I/II-/ti�k//�/g//) /J- I / II`IiII� \� J, I I1 V _ I II�/cII/I.IjII. I/II IIIIIIII\I� IIIIIIIII� RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTU RAL FILL PER ISPWC SPECIFICATIONS. 11 2748 PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 2250 ____________-EXISTING SB 5-______---_- - -----------------EXISTING SB 6- -- - oo o o 7� 2147, -- \--------- ------------\------------- -------- --- ---- --- ------- ------ j ------------------------ 50 EXISTING LAVENDER EXISTING LAVENDER LU EXISTING LAVENDER 13 2 HEIGHTS SUBD. NO. 1 HEIGHTS SUBD. NO. 1 HEIGHTS SUBD. NO. 1 8 110 LU CD MATCH EXISTING U a; 3:1 MAX.SLOPE Q0— I�op■� x �0o.3o N�AL L -MATCH EXISTING 7jCjST E �Z �31 MAX. SLOPE i 2747- - aN F- — BLOCK 7 BLOCK 8 BLOCK_8 3 7 BLOCK 9 02745- S IN ---2748 ILL:� � 4 cc CD l � � zomo >EXISTING LAVENDER EXISTING LAVENDER Fz HEIGHTS SUBD. 1 HEIGHTS SUBD. N0. 1 r \ LU oz w - - - 6 MATCH EXIST 2749- ING 3:1 MAX.SLOPE \ CD �m � Ill oA EXISTINGTCH o �3: MAX.SLOPE > ZpH ------ \ - I LU w U az w o � �10 5 5 3 I EXISTING LAVENDER vi LU LU--- s -------- vi CD SUBD. N0. 1>5o z_ � n = = COo2751 x BLOCK 9 2 7- I BLOCK �27529 4 314 Cm\ MATCH EXISTING q 3.1 MAX. SLOPE 2753 / 1 7 a275j- 27552756 7 �OCK8 _- 275 8 ----- ------- -----------= - ----------- ATCHEXISTI_ � N� EXISTING LAVENDER M W 3:1 MASLOPE2758- CA _____--- - HEIGHTS SUBD.N0.1 MATCH EXISTING m 13.1 MAX.SLOPE 56-------- ------ ` MATCHLINE - SEE SHEET C.300 -- 2 `r`A` / MATCHLINE - SEE SHEET C.300 9 CD 275 2756 2758 y 2755 < Q y 0- w CD O/CK v//8 BL - -2758- = - 16 I I I I✓I \' / -_--\^\\s/°\�r�• \�E\�\.\�\//�\7\�\\/\ / CA II Ln`No II II ( I /I I I I I =W Q 2758 LL. s�IOCOEST Lil MATCH EXISTING 3:1 MAX.SLOPE EXISTING RESIDENCE / TO REMAIN17 d, 1) 10 2757rn 2758- \ \BLOCK 9\ -2758 � -- N � CC o �� Lu U; 3 2758 EXISTING LAVENDER \MATCH EXIT 4 HEIGHTS SUBD.NO. 1 SLOPEJ / MATCH EXISTING W IN 5 - : MAX. 13:1 MAX.SLOPE BLOCK 6 I 276p 2760- E.PHENOMENAL ST/ 6 ti 2759/ f--------7 9 TEMP TO BE ENOTORNARO PROJECT N0. 21 z0 2 04 LH 2VEO) /fjocor N 9 DWG FILE C.301 -7/ / 3. 12 DESIGNED BY BTM�M CHSITIE 1 DRAWN BY JTA CHECKED BY BT ISSUE DATE 03/01/21 // / / // � I HORIZ.SCALE ASSHOWN -2757- 15 - EXIS / I BLOCK 6 \ / �_ 1 / VERT.SCALE AS SHOWN EXISTING LAVENDER \ / / 3 HEIGHTS SUBD.NO.1 \i l I / i6 v \ \ / SI II l i 4 BLOCK 5 W 1 L 2jS�\ / 17 13 Cm301 SHEET 6 OF 15 D:\Civil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.300(Grading Plan).dwg a � / a BLOCK 6 10 1 y CIO BLOCK 8 BLOCK 8 W 2 3 4 5 6 7 8 I 10.50' Cj \ W EXISTING LAVENDER 6 EXISTING LAVENDER HEIGHTS SUBD.NO. 1 / HEIGHTS SUBD.N0. 1 a �/ I F•oc \ 11 ' � �♦ r'RR SSMH 9 ` PIRR PIRR PIRR PIRR PIR PIRR n EP \fp EP 00 e e I LL E y° r \f�\EP � " 17 BLOCK 8 I O � T oo 00 16 BLOCK 8 A J °^ . 00 15 14 13 12 11 ( 10 m p o0 0 Y - Q EXISTING LAVENDER ' ¢ LU 10.0p, HEIGHTS SUBD.NO. 1 _1 O z 3 r0 CO, I CIVIL INNOVATIONS O M m Q NORTH 3 J 13 SC = 14+52 1 � 0- SI = 2750.97 AT R/W 1 BLOCK 4 40 20 0 40 80 Z Q SC = 13+72 SC = 13+12 SC = 12+52 SC = 11+92 SL= @ TO CAP SI = 2747.86 AT RAN SI = 2745.52 AT RAN SI = 2744.04 AT RAN SI = 2743.79 AT RAN EXISTING 8"PVC SEWER MAIN 5 (4"PVCC 2%MIN.) SL= 38.5'TO CAP SL= 38.5'TO CAP SL= 38.5'TO CAP SL= 38.5'TO CAP PER LAVENDER HORIZONTAL SCALE IN FEET SSMH 2 g (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN. 1� -° b ) (4"PVC @ 2/°MIN.) I HEIGHTS SUBD.N0.1 4 2 0 4 8 0 0 o y f 14 I ED o ! 1s o � o z VERTICAL SCALE IN FEET IT w w o " I ------ - -- -� -- o o Q a =) ss o o ° m CJ7 N y w _ M EXIST.SSCO M I � ''' _ 14 13 12 11 io "' SEWER NOTES " 165.7° _ _ _ _ _ _ _ _ _ _ _ _ EXIST.SSMH LU s I ss ss I s ss ss s 15 To `' y w SSMH 1 S. BALLERINA AVE. 180 0° S.BALLERINA AVE. c /� w w I w w I w I w w w o�i POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER v -- -- - NOTES NO. 2 AND 3 ON SHEET C.100. 0B _T `� - - --- * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE / r -- ----- -----wA - " - " r2 " o - ,•=fil C3 d3 E3 n I OJ L- J T I o 4 SEWER NOTE N0.4 ON SHEET C.100. o I SC = 12+97 SC = 12+12 SC = 11+47 1 N EF-- SI = 2744.95 AT R/W SI = 2743.99 AT R/W SI =2743.73 AT R/W -FP- _ SL= 44.5'TO CAP SL= 44.5'TO CAP SL =44.5'TO CAP 5.00' ��N 10.0 p __-s (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) I 10.50' �CISTE��l UI1J I � 10.50, y 0 62 EXISTING RESIDENCE I 3 I �? 03�D /�Q� o TO REMAIN EXISTING LAVENDER MIN P•� 8 ( HEIGHTS SUBD. NO. 1 ° NOTE: 1 _ ' \, APPROXIMATE LOCATION OF I 3 y i EXISTING SEPTIC TANK.EXISTING BLOCK 9 BLOCK 9 A � v J y / SEPTIC TANKS MUST BE ABANDONED 7 6 5 I 4 Cc w o SSMH 3 / IN ACCORDANCE WITH CENTRAL 1 CD o J DISTRICT HEALTH DEPARTMENT I zCL= C m -- - >- ¢ REQUIREMENTS. = z aaa aald aald aald PIRR LUaald ZO z w 'SSMH 4 4p O D U z � vD CC v� CD%�a I m 1 / O g 2-1 o v - - 2 a = z w } cc- w or oC cn W ! 10 1 EXISTING LAVENDER a o z LU W�M I HEIGHTS SUBD.NO.1 / oCi� z COD 11 9 55 / zm LU � CD ¢ z � J � Cn = S 1 SEWER PLAN AND PROFILE w `f) � � z SCALE: 1" = 40'-0" HORIZONTAL AND VERTICAL 1" = 4'-0" N 2765 8-INCH SEWER PROFILE -S. BALLERINA AVE. 2765 Q O y 2760 2760 - --- - _ FINISHED GRADE AT PIPE CENTERLINE wC2 LU W p = Q z z 2755 8"W- 2755 y Q z = w LU EXISTING GROUND AT LU PIPE CENTERLINE W EXISTING GRADE AT 2750 PIPE CENTERLINE PER 2750 LAVENDER HEIGHTS SIBD. NO. 1 W -- ---- -------- ---- 0 � W 12"SD i li 2745 2745 If �j C4"PI(8"SLEEVE) 147.18 LF 8"PVC @ 0.40% SSMH 2 260.76 LF 8"PVC(CLASS 200 SDR 21 __-8 __(48"DIA.MANHOLE) @ 0.40% L EXISTING 134.50 LF 8"PVC CLASS 200 SDR-21)@ 0.40% Ji STA= 15+50.44(N/E) ( ° SSMH 1 _ STA= 10+00.00(W) (48"DIA.MANHOLE) EXIST.SSCO -�J PROJECT NO. 21-0204-LH2 RIM = 2758.67 STA= 13+99.26 (TO BE REMOVED) EXIST.SSMH 8"INV IN = 2744.07(E) DWG FILE C.400 2740 8"INV IN = 2744.07(W) RIM = 2755.50 STA= 11+36.50 (S) 2740 8"INV IN = 2743.38(S) RIM = 2745.82 STA= 10+00.00 DESIGNED BY BT 8"INV OUT= 2743.97(N) 8"INV OUT= 2743.28(N) 8"INV IN = 2742.23(S) STA= 10+00.00(E/W) RIM = 2746.86 DRAWN BY JTA 8"INV OUT= 2742.23(N) 8"INV IN = 2741.69(W) 8"INV IN = 2741.69(S) CHECKED BY BT 8"INV OUT= 2741.59(E) ISSUE DATE 03/01/21 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 Cm400 SHEET 7 OF 15 D:\Civil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.400(Sewer Plan and Profiles).dwg \ SEE SHEET C.400 EXISTING LAVENDER N N HEIGHTS SUBD. NO. 1 .1 1 14 I 9 \ Q SC = 17+73 \ 4 1 \ \ SI =2748.23 AT R/W \ SI =2750.92 AT CAP N N SL= 166.28'TO CAP ` 3 (4"PVC @ 2%MIN.) 15 - �19.65 LF 4"PVC @ 2.04% 18.50 LF 4"PVC @ 2.00% w CO Cn BLOCK 8 �� --- O r 3 INSTALL PRIVATE SEWER CLEAN-OUT cn T °O ile �� RIM = 2756.40(MATCH FS) SC = 17+78 c i CO s m `-INV THRU = 2750.52 8 50 10 SI = 2750.51 AT R/W 11 w o O°\ c v o\ ----- ---��- I - I SI = 2752.35 AT CAP m p Co 0 - CD v - 100.00 LF 4"PVC @ 2.00% SL= 123.61'TO CAP < w N m \ (4"PVC @ 2%MIN.) Z5 w '� 2 3 \\ \ BLOCK 9 INSTALL PRIVATE SEWER CLEAN-OUT ® O Uj m z0 3 8 STA= 17+73.36,46.63'L INSTALL PRIVATE SEWER CLEAN-OUT ch = BLOC6K 8 \ \ RIM = 2758.61 (MATCH FS) &S,0' RIM = 2757.51 (MATCH FS) I 9\ \ - -INV THRU =2748.52 �s INV THRU = 2751.98 CIVIL INNOVATIONS T j \ 3.0o NORTH EXISTING LAVENDER I \ SC = 16+91 62.00 LF 4"PVC @ 2.00% HEIGHTS SUBD. NO. 1 \ SI = 2752.44 AT R/W 40 20 0 40 80 \ SL= 51.5'TO CAP I (4"PVC @ 2%MIN.) INSTALL PRIVATE SEWER CLEAN-OUT 3 \ STA= 17+78.36,43.12'L HORIZONTAL SCALE IN FEET PIRR ___ _ - --- h 1 17 `"' \ a RIM = 2758.66(MATCH FS) 12 4 2 0 4 8 46.63 LF 4"PVC @ 5.79/o s 154.5° a INV THRU =2750.74 o 43.12 LF 4"PVC @ 11.37% VERTICAL SCALE IN FEET SC = 17+93 w w w w w w w w I w SI = 2751.82 AT R/W E.HIDCOTE ST. E.HIDCOTE ST. w I_ - I I d3 I _ SL= 51.2'TO CAP 90.0° 10 90.0° - - - 91 I - - - SSMH 3 (4"PVC @ 2%MIN.) SEWER NOTES SS SS SS SS I I S SS I SS I SS T i POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER �16 17 '��' s � o � 8 8° NOTES NO. 2 AND N SHEET .1 00 SSMH 9 SSMH 2 I I o 16 ° s SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 13 SEWER NOTE N0. 4 ON SHEET C.100. II II T SSMH\4 \ �51 SC 18+39 143.0 SI = 2751.56 AT R/W ��VYN AL C- z_ o_ z_ cc o- z_ I o_ z_ o_ z_ C- z_ s SL=49.5'TO CAP a ¢ a a a a ¢ ZST� l Q" Q" 2 QU Q" Q" Q" ¢" ¢" SS 811 MH5 I (4"PVC @ 2%MIN.) HMO N LM OO " r N_ " M- N(�� r l�O C(�Q� C�jCMD- CQ(�� O CQ(�� V r O N(��+T @ +CV C. @ +CV C. @ +N� @ +N @ +N F. @ +N F. @ +CV C. @ EXISTING LAVENDER j oar oar oar Tyr oar cn�r oar Tyr A NM � NM � (VM > CVM CVM CD CVM CD CVM CD M 10.50 I � 2 HEIGHTS SUBD.N0.1 I II II C- II II II C- II II II C- II II II C. II II II C_ II II II C_ II II II C_ II II II C_ 8.00' U_J = U_J = U_J = U_J ' U_J = U_J ° U_Jco En C0 ' \ U_J ° BLOCK 6 j BLOCK 6 J\\ ate° \\ \ ° \ 14 � �� O 4 5 6 7 8 9 1 11 12 13 14 15 16 17 18-� 19 EMI N P•�� \� 3 SC = 18+97 SI = 2751.24 AT R/W to SL=49.5'TO CAP LU PIRR PIRR PIRR PIRR PIRR ' PIRR PIRR PIRFI PJR \ IRR P (4"PVC @ 2%MIN.) p � J Q -J a CO) LUU 0 ALLEY ALLEY 1 \ i i s - e\ee ~ CD zo-� - - - - - - - - - - - - - - m z C- C m mtm n C) � Q W Q Z PIRR PIRR PIRR PIRR PIRR PIRR PIRA PIRR \ PIRR\ PIRR PIRR =_- = a- I \ \ J \�\\ \ m o BLOCK 5 i I I 0 15 \ o 0 0 o z CC a, SEE SHEET C.402 0 w w } � W Q O Z Cco .')1 O LU LU SEWER PLAN AND PROFILES U = z SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" m z ¢ C Dz � J W Q O w CO z 8-INCH SEWER PROFILE- E. HIDCOTE ST. 8-INCH SEWER PROFILE - E. HIDCOTE ST.AND S.MECHTA AVE. 2765 2765 2765 2765 ■ O EXISTING GROUND AT EXISTING GROUND AT PIPE CENTERLINE PIPE CENTERLINE 2760 2760 2760 2760 O --- 1 \ - - --------- ---- ----- - FINISHED GRADE AT PIPE CENTERLINE FINISHED GRADE AT 0 LU w PIPE CENTERLINE O I� 2755 2755 2755 2755 = p Q � y - y z a Q z J L W � 2750 2750 2750 2750 w C/) W 35.92 LF 8"PVC @ 0.42% SSMH 9 9.5 20.93 LF 8"PVC @ 0.43°I STA= 11+00.51 RIM = 2758.23 @400/ 2745 8"INV OUT=2747.93(E) 2745 2745A- 2745 - 206-.4-9W 8"PVC @ 0.40% SSMH 5Q SSMH 3 SSMH 4 (48"DIA.MANHOLE) Z SSMH 2 SSMH 2 (48"DIA.MANHOLE) (48"DIA.MANHOLE) STA= 18+25.78 W STA= 10+00.00(W) (48"DIA.MANHOLE) STA= 17+60.93 STA= 17+85.86 RIM = 2758.148"INV IN = 2745.44(S) STA= 15+50.44(N/E) STA = 15+50.44(N/E) RIM = 2758.48 RIM = 2758.38 RIM = 2758.67 STA = 10+00.00(W) 8"INV IN = 2745.00(SE) 8"INV IN = 2745.19(SE) 8"INV OUT= 2745.34(NW) 8"INV IN = 2744.07(E) RIM = 2758.67 8"INV OUT= 2744.90(W) 8"INV OUT=2745.09(NW) 2740 8"INV IN = 2744.07 A 2740 2740 8"INV IN = 2744.07(E) 2740 8"INV OUT= 2743.97(N) 8"INV IN = 2744.07(W) 8"INV OUT=2743.97(N) PROJECT NO. 21-0204-1-112 DWG FILE C.401 DESIGNED BY BT DRAWN BY JTA CHECKED BY BT 11+50 11+00 10+00 9+50 15+00 16+00 17+00 18+00 18+50 ISSUE DATE 03/01/21 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN CA01 SHEET 8 OF 15 D:\Civil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.400(Sewer Plan and Profiles).dwg 0 o SSMH 9 ,a o SSMH 2 I I oo -168.8° 138.3° \ \ I I 13 \ SSMH\4 \ 5� - '\ ° SC 18+39 143.0 SI = 2751.56 AT R/W 1 � z, z cc a- z � z I a z ccw z cca z_ s\ SL=49.5'TOCAP I �`a' �`a' �`a' �� `C `a' g ~` ~`¢' SSMH5 I 4" PVC 2°/ MIN. ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ( @ o ) MHO o McyO o MC�O o �r-O o ti�0 o tiC.-'O o ti O o ��O o e 1 OMH N LOOH N NH N C+'H N EC'H N CCn coH EXISTING LAVENDER oar oar oar cn�r ��r +Ln +Lr r±�� 1 ~MU ~MU ~MU ~MU ~MU ~MU ~MU ~MU 10.50' O HEIGHTS SUBD.NO.1 I u `i u a a `j u a a `j u a n N u a n `j u a n `j u a a `j u a a 8.00' 11 U- - -J - U-J - U-J - U-J - U-J - __ \ U-J - Cn Cn Cn Cn to Cn Cn Cn Cn Cn M Cn Cn Cn Cn W Cn Cn S Cn Cn woccK 1\ to VJ to BLOCK 6 \ \ \ ° 8 9 1 1 11 12 13 14 15 16 17 18_- 19 \ `\ 14 SC = 18+97 SI = 2751.24 AT R/W SL=49.5'TO CAP O T PIRR %RR 1 PIRR PIRR PIRR PoR \ n IRR P -J y (4"PVC @ 2%MIN.) ALLEY ALLEY y ti O cn `" °O -� - - \ I i i - 3. - 3 P\PR Q m -:Zrm cc) 0 ~ O \ -, m 0 � c c PIRR PIRR PIRR PIT PIRR \ IRR\ PIRR PIRR =_- _ a_ ___ L - a- \ c ¢ cn 15 m z 3 d 1 WW O w 0 3 = 3 7 8 9 1 111 12 13 14 1 16 17 18 SC = 19+69 a co I o w v' \\ I I SI = 2750.74 AT R/W CIVIL INNOVATIONS T 1 �a > SL=49.5'TO CAP NORTH EXISTING LAVENDER I z z z a z cc a z U EE z �a z z z 3 10.50' (4"PVC @ 2%MIN.) HEIGHTS SUBD.NO. 1 a �LLQ ¢ ¢ ¢ w Q \ Q Q 8.00' I M C o O o p 0 o Cl)C b O o M O N O C C''O o �j Z M C p O o = O O o M O o 4 0 2 0 0 4 0 8 0 0 0� CV P- N N l!') N M M r H N W O C70 H CV O Co C.o N M ~ N -�"'CID @ +6'`�' U� +r"' +v"' +C\j o 2 N� @ + "' @ +-"' @� N d HORIZONTAL SCALE IN FEET N N U N I-V U C V N V U N N U N N U N N V U N N COU ° °S v c� ac N v > c�I ti 4 2 0 4 8 II II II a IIN II a II II II a II II II a II II II a � a II II II a \ II II II a II II II a O I C>-J (,)-J = U-J C J-J U-J V Cfj U-J U-J U-J w U)cn U) cn cn cn U)cn U) Cn cn Cn cn cn U5 z cn cn Cn Y \ Cn cn U) Cn cn cn y SC - 20+22 1 LL" C.Do \\ s ° t SI =2749.84 AT R/W VERTICAL SCALE IN FEET 1 \ \ o SL=47.5'TO CAP 16 SSMH 6 (4"PVC @ 2%MIN.) . ° jSf ° ,S c) 4.50' 0 135.0° j� 60.62 LF 4"PVC @ 2.01% INSTALL PRIVATE SEWER CLEAN-OUTIL SEWER NOTES INSTALL PRIVATE SEWER CLEAN-OUT RIM = 2756.80(MATCH FS) w w I w I w t w ( w I w I I I w ! ! STA=20+51.89,60.62'L INV THRU = 2751.23 POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER E.VALENSOLE ST. SSMH 8 E.VALENSOLE ST. \\ d SSMH 7 RIM = 2755.67(MATCH FS) � NOTES NO. 2 AND 3 ON SHEET CA 00. ss 24 t ss t ss 23 ss t t ss 22 s t ss t 1 135.0° INV THRU = 2748.41 18.86 LF 4"PVC @ 2.02°� G/ \ 100.00 LF 4"PVC @ 2.82% * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 06 - - - 20+52 SEWER NOTE NO.4 ON SHEET CA 00. C0 o h' e SI =2748.32 AT R/W . 135.0°- -1 17 SI -2751.61 AT CAP \ o t I I SL= 179.48'TO CAP ��,o'S AL (4"PVC @ 2%MIN.) V v �ZS T -7777- -crz - z - - - z - - - - z \ z Q z INSTALL PRIVATE SEWER CLEAN-OUT p 4� n p I-¢ - ¢ - ¢ - a U RIM = 2756.60 MATCH FS �} UW ¢ a c� ¢U * ¢U ¢c� 2 O o SC = 20+62 ( ) Ul 0 6� 1 o rn o� N M o� N �o N c oh N co M o N o CIS� N SI =2748.32 AT R/W SC =20+57 INV THRU =2751.07 +' �j +w �j +of in (dj +o @ +ao i6 �j o+v cn SL=76.1'TO CAP SI = 2748.33 AT R/W 15.00 LF 4"PVC @ 2.00% N�106 N~C+MU CN1Ih CD C.D NIl-MU NhcoCD NNM > (4"PVC @2%MIN.) SI = 2751.37 AT CAP n u a OF uN Il a uN u a IIN n = uN u a n `i u a C, IIJ � SL= 152.79'TO CAP �� O U-J = U-J = U-J = U-J = U-J = Cn fn Cn BLOCK I 1 Cn a'Cn u'us v' Cr'cn U) Cn Cn W Cn Cn a' (4"PVC @ 2%MIN.) IN P• 20 31 30 27 23 22 77.93 LF 4"PVC @ 3.41 \ INSTALL PRIVATE SEWER CLEAN-OUT 1 STA=20+56.89,59.86,L LL' EXISTING LAVENDER - -- -- - \ \ � -- 9 ( ) " J a z_ a z_ a z_ oc a z_ \\ a z z RIM = 2755.65 MATCH FS w w a p 1 O Lu � J ¢ HEIGHTS SUBD.NO. 1 I \ ¢ - INV THRU = 2748.41 = q) N ,r,00 ono ,r,No oCJ>o o \\ \\ u'MO o 000 0 59.86LF4"PVC@2.01% z a o m 1 I,-I`I- N (`C D N V Cn H N/�l` �Co l- N r F N r H N 1 M l.C) ([1j\ + Ln ([1j\ +�LC) V +.6 co (�\ \\ \\ +C1O + @ @j ��JJ �J �J Cn z BLOCKI OCK Nr- U Nam U Nr- U NtiC+O-' U a N~M U CV~M U BLOCK a W z z 19 33 u N II a u N II a 32 29 11 II a u `i II a 28 \ 25\ n `i u a IIN u a 24 21 20 18 o - U- J = U-J = U-J = \ \ U-J = U-J = J co 7n En � Cn M Cn En Cn Cn Cn Cn Cn Cn Cn Cn Cn Cn Cn C) W pow z\ \ o 1 0 o z - \ \ CD z w cc LU PIRR R PIRR PIRR PIRR PIRR PIRR \ \ _ PIRR I R a PIRR PIRR PIRR PIRR a O z co LU OC O p t00 TOB O= Z roB -- -toE� \\ Z Tog-----ToB_----TOe -__--TOB �- TOB --- - - - TOE T� - d m 1 - - - -----TOE 19 - oe _ - - i 0 E ---__TOE TOE----TOE ----- TOE TOE -- T ' OE - u' ¢ O W Cn I- � � z SEWER PLAN AND PROFILE CV SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" ■ O Z Z O 8-INCH SEWER PROFILE-S.MECHTA AVE.AND E.VALENSOLE ST. y 2765 2765 � Qw J_ L.L Q M 2760 2760 z Q Q z EXISTING GROUND AT ---- ------------ ----- p Q PIPE CENTERLINE --- � _ ---- = w LU ----- -- -_ ' W 2755 - 2755 i 4"PI(8"SLEEVE) V FINISHED GRADE AT W PIPE CENTERLINE Q I_12"SD(C-900) 2750 2750 W SSMH 8 335.50 LF 8"PVC @ 0.60% 34.89 LF 8"PVC @ 0.40% a (48"DIA.MANHOLE) STA=24+17.94 RIM = 2754.72 209•77 LF 8"PVC @ 0.40% SSMH 7 SSMH 6 8"INV OUT=2748.64(E) PROJECT NO. 21-0204-LH2 2745 (48"DIA.MANHOLE) (48"DIA.MANHOLE) 2745 DWG FILE C.402 STA=20+78.44 STA = 20+39.55 SSMH 5 DESIGNED BY BT RIM = 2754.99 RIM = 2755.87 (48"DIA.MANHOLE) 8"INV IN = 2746.62(W) 8"INV IN = 2746.38(SW) STA= 18+25.78 DRAWN BY JTA 8"INV OUT= 2746.52 (NE) 8"INV OUT=2746.28(N) RIM = 2758.14 CHECKED BY BT 8"INV IN = 2745.44(S) 8"INV OUT= 2745.34(NW) ISSUE DATE 03/01/21 HORIZ.SCALE AS SHOWN 24+50 24+00 23+00 22+00 21+00 20+00 19+00 18+00 VERT.SCALE AS SHOWN Cm402 SHEET 9 OF 15 D:\Civil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.400(Sewer Plan and Profiles).dwg � I 7 y BLOCK 8 I B1e 8 /\ WATER PLAN 3 1 3 Ill 15 SCALE: 1" = 40'—0"HORIZONTAL EXISTING LAVENDER 3.00' 3 60 40 20 0 40 80 HEIGHTS SUBD. N0. 1 10.50' 1 CIVIL INNOVATIONS MATCHLINE - SEE SHEET C.501 MATCHLINE - SEE SHEET C.501 as SCALE IN FEET NORTH 2 9 1 W // P/qR / s E / H. W xISriNG 8„p a.00- 1 E11 w NE/Gf1TSENDERC'VATERMAIN W / BLOCK K . WATER LINE NOTES i' SUgp / 16 0 , ® POTABLE/NON-POTABLE CROSSING. SEE WATER s \ w / ° ND• 1 / 1p'Sp' om l NOTES NO. 2 AND 3 ON SHEET C.100 \ \ PIRR �'CO I�_ �' �, NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF CD11ID TE 3 ss E. COVER, ALL OTHERS SHALL HAVE 4 FEET OF COVER. w 00 a O Cp o ss W v/I EXISTING RESIDENCE N r Ll.l 17 00 m/ M 7 ' "ou TO REMAIN ��,� 10 ] co a0 ,o Sy y BLOCK 9 m p o a 0 3 1 o \ \ \ 1° '80p y $ K a' NOTE: WELLS MUST BE ABANDONED FROM DOMESTIC USE IN ACCORDANCE WITH IDAHO CONSTRUCTION KEY NOTES ' a o z WATER PLAN Uj °° o 2 � d,,� 1p.5p, H � DEPARTMENT OF WATER RESOURCE REQUIREMENTS,WITH VERIFICATION OF = w ' DISCONNECT BY MERIDIAN PUBLIC WORKS DEPARTMENT. CONTACT IDWR IF WELL Z c 3 127LF8r,pV W ABANDOMENT IS REQUIRED. WELLS MAY BE USED FOR IRRIGATION PURPOSES. T8 Tee,8"x 8"x 8" CD EXISTING LAVENDER C 4 HEIGHTS SUBD. NO. 1 ss K S2 T$ Tee,8"x 8"x 6" —w E.PHENOMENAL ST. 5 BLOCK 6o s 36LF8°PVC I° s°` Ell - - 6 / \ " a Loi I V$ Valve,8"Gate SS + _ RR 7 / / I LF ii a 135 W � P/ W W W / ss I \ 8"PVC S2 V6 Valve,6"Gate n 3 1 1 1 \ \ RR 8 9 / / W S? / I s � �- 1. --- -- --- \ P/RR / / ° I I SS \ E45 K E11 Elbow,8",11 1/4° T8 " 12 \ P/RR 11/ W s J/�� rs 19 o ss �� E22 Elbow,8°,221/2° p W W/12 V 1' , P/RR \ \ALL\ � W W 6 _ PIRR V ° E45 Elbow,8",45° PIRR \ \ R 13 V8 II 1a� 54 LF 8"PVC _/ I •I I 14 1 I - -` l E90 Elbow,8",90° PIRR I 2 \ / 15 BLOCK 8 S? xE s 1 S1 3/4"Single Water Service Per City Of Meridian EXISTING LAVENDER P j51' Standard Drawing No.W1 &W2 3 HEIGHTS SUBD. N0. 1 \ 16 L---o- s 3/4"Double Water Service Per City Of Meridian ��ONAL\ 4 p/RR P/RR 17 , E11 E22 K - S2 Standard Drawing No.W1 &W3 '�� C JS TE,� 6 f \ BLOCK 5 � I -__ 18 " 2"Water Service(For Pressure Irrigation)Per ISPWC Q 4 /y/� //�J p\ 5 \ P/R� w w oE« 0� \ 6 / e PIRR \ , L- Ji a>q. 19 y S3 Reduced d Pressure Backflow Assembly(RPBA)ed ��0 62 8 \Ww / \ \ `�R 38 LF 8"PVC $` Water Service Sleeve(2"PVC Schedule 80) ss 7 / P/R o� " K V6 T6 , s` See Water Note No.4 On Sheet C.100 �'�' �� 0 F ss EXISr1 8 ___ -` j S2 Temporary 2"Blow-Off Assembly Per City Of Meridian �� pER NG 8„' / l P/RR B.Op l Standard Drawing No.W13 MIN P w HE/GH�VENDER WATER MAIN 9 / a<<Er P - Fire Hydrant Assembly Complete Per City of Meridian Standard S SUBp Np 1 10/ W W / I /RR -- 3 1 Sa H K Drawing No.W8(Also See City of Meridian Standard W / I I \ 0 0 10 LF 6"PVC Drawing No.W9 for Water Service/Fire Hydrant Location) ss \ / / W W /11 I I \ LL U W / 12 R PIRR i -i y c� 14 EKI P.C.C.Thrust Block(As Required Even If Not Shown) S _-,I o LU LU SS \ /Wn / \ r = Pl 11 1 , / H O Z / W S2 13 o RR CO Point of Connection.After Testing And Approval,Connect cc O } E. VALE o i to Existing Water Main o a m SS \NSOLEST W / l WW / 14 BL06K '�; �� W z z S p / S2 Wz 1 � — O J W PIRR PIRR O D U \ \ CG a is Q v Z = N g ,, ss \ `Q s o '. � o z � S2 N 17 = � o w F- 12 w " � III V II 18 4' � oz F- LU a \ M z LU U co \ EG S y 3 ¢ p O LL ss H Z 15 oCnc, 13 275LFW„ vs ° I o ' 8.0p, zmM \ \8 pVC 4 50, LU ss w a LU o o� c s 10,5p, z 18 s w S h v 5 O J 10 N \ o' o s , Lu ¢ o 17 s / S2 = cam z 11 , ST, ° S2 o y r S \ EXISTING LAVENDER 20 S2 1pBLF8"p PIRR 14 HEIGHTS SUBD. N0. 1 / o SS VC ° j 1 E45 K N P/RR 34 15 15 LF 8"PVC ■ � O / a S2 16 31 s+?S? II o 18 / SL s . s S 301 PIRR BLOCKI 's� II rs s; � Z P/RR 19 / I '' .r - Cz 108 S2 E \ PIRR 33 27 S12 4$ \ CA EP CEPEP—, �—\— roc\— --- --- P/qR / 2 E —r 32 ° sxEo I EP —r `--- EP / EP \ \ —'°�60 Eq SEME , —— r� ` 29 23 p EP EP �� ° / roc—— — \` PIRR I 22 — Q I // \EP \EP \ '-->�\\\ qRR �gTER ---rE,,°e\'--, � 2s it ° y o a I _ o — PIRR l 11 Q � EP EP _ roE —_ r0E z CA LU EP EP \\ \ =— �—cc_--�--\ \\_oB— r 1 <_ Q 25 d Q — *oe ec r —roe pit? / _ I I fP \ �� —rOE _— — roc—--- ��_ RR I o 1 \; r� E� —roE _— l/ I 24 C / O \ �\oe _ —� --s —_ l_ \� PIRR G IEP EP \oE — `roe\crow Ec— roe`` l/ —roe °s xP�B1B FUTURE LAVENDER � � EP e�\ � I / I EP �\\`\\�Ec — \ — lroe_— \ R I / w HEIGHTS SUBDIVISION I EP \o — — r� \ —— P/R I I r--� \ EP � —ram �ec_ l i °E� 21 r°E ro° r r, / — P � a I I m \EP PIRR 161�> — --;_ — ° -- oaf 20 �\ I EP ��-- —E ` cc IEP os� —r°E— /,R ALOCK LU \\ \r-- - EP EP 19 \ Ee , BLOCK EP \ 18 omcE c 1 I roe Z I I EP EP \ \ \\E � � \_ �\rBs� PIRR EP EP \ c \�rLU oc \\\roe \\� \roe \�� O nosme r____ — ---, \ \ \ \ \ r roE\ PI u-----J L---- I \ \ EP EP E RR EP BLOCK 1 \EP oe ,C PIRR - - a — roe - - - - - - - - - - - - - - - - 1 • FP \ � Q GIRW GIRR— U GIRR GIRR GIRR GIRR GIRR GIRR GIRR f toe PROJECT NO. 21-0204-LH2 EXISTING LAVENDER FP \ \ \ HEIGHTS SUBD.N0. 1 \FP\Fa � 0 0 Tee / \ DWG FILE C.500 — — — — GAS — DESIGNED BY BT DRAWN BY JTA o — — — — — — — — — — — — — — — — — — — — — — CHECKED BY BT 0 EG EG EG EG EG EG EG EG EG EG EG 0 \ _ _ _ .P—————&P—————EP—————EP—————EP—————EP—————EP—————EP—————EP—————EP—————EP—————EP—————EP EP EP EP EP EP EP EP P EP EP EP EP EP EP c—— uqc non scx oa�.E"roes _EP— uGT EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG � ISSUE DATE 03/01/21 E HORIZ SCALE AS SHOWN SAWCUT SAWCUT sawcuT cur snwcuT sawcuT snwcuT 32 VERT.SCALE AS SHOWN w — — -o + — w — — w — -o w — — — — — w w —CD — — — w — — — — w — — —o— — w — w —ow — — — E.LAKE HAZEL RD.— o 0 0 0 o w 0 0 0 0 0 — W —o — W - - W - - -o- - W � - - - - w - - - - -o - - W - - - - - W - -o - - W o ri ^ -+� - - - - - -++ - - - - - -++ - - - - - -++ - - - - - -++ - - - - - -++ - - - - - -++ - - - - - -++ - - - - - -++ - - - - - -++ �r 1 W O N co V Uf to — — — + + 1 T \ N N N M M M co M M co --- -_- --- Cm1500--"--- —— T — __ _ EP EPEP EP EP EPEP� —EP EP \ / SHEET 10 OF 15 DACivil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.500(Water Plan).dwg I \\ WATER PLAN SCALE: 1" = 40'-0"HORIZONTAL r 60 40 20 0 40 80 CIVIL INNOVATIONS PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR I�IRR PIRR NORTH HORIZONTAL SCALE IN FEET ® -------40 --- WATER LINE NOTES - BLOCK 4 POTABLE/NON-POTABLE CROSSING. SEE WATER 10 9 8 7 6 5 4 3 2 1 NOTES NO. 2 AND 3 ON SHEET C.100 NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF T EXISTING LAVENDER o HEIGHTS SUBD. N0. 1 m O COVER, ALL OTHERSHALL HAVE 4 FEET F COVER. F-T 1=C T I Vn N ou 0 C7 0 00 � ca CONSTRUCTION KEY NOTES Q N 3 (m Z WATER PLAN O Uj °° 0 3 V M = �� I I EXISTING LAVENDER T8 Tee,8"x 8"x 8" ss � T W W W W W W w W w WW W w HEIGHTS SUBD. N0. 1 T6 Tee,8"x 8"x 6" E.BRACE DR. SS SS SS SS SS SS SS SS SS SS � \ SS 3 � I V8 Valve,8"Gate MIT ° ---------------------------- oo \ - - - ° -o- o o o o ° ss V6 Valve,6"Gate 4- PIRR Elbow,8",11 1/4° PIRR PIRR -- --- PIRR PIRR o E22 Elbow,8",221/2° EXISTING 8" ss \ ° C WATER MAIN E45 Elbow,8",45° 13 2 PER LAVENDER 3 8 10 HEIGHTS SUBD.NO.1 T 3 4 E90 Elbow,8",90° EXISTING LAVENDER EXISTING LAVENDER - �s 3/4"Single Water Service Per City Of Meridian N 3 HEIGHTS SUBD. NO. 1 HEIGHTS SUBD. NO. 1 EXISTING LAVENDER L _ _ _ W _ _ S1 Standard Drawing No.W1 &W2 HEIGHTS SUBD.NO.1 A 3/4"Double Water Service Per City Of Meridian ��ON L ss - 8 Pvc S2 Standard Drawing No.W1 &W3 �� Cis T y - -- - -- -- 2"Water Service(For Pressure Irrigation)Per ISPWC O 3 I I $$ SD-402 With DEQ And City Of Meridian Approved UW BLOCK 7 BLOCK 8 I BLOCK 8 3.00' 10.50' P I Reduced Pressure Backflow Assembly(RPBA) _ I Water Service Sleeve 2 PVC Schedule 80 03� 12 3 7 11 1- $L ( „ )as 3 3 s 9 I UP — — — — GAS - See Water Note No.4 On Sheet C.100 �� y a i s BL 5CK 9 o B Temporary 2"Blow-Off Assembly Per City Of Meridian �� O V o 1 I I � sl 1 I ❑ Standard Drawing No.W13 N P I 1 Fire Hydrant Assembly Complete Per City of Meridian Standard N ° I Drawing No.W8(Also See City of Meridian Standard 1 y Drawing No.W9 for Water Service/Fire Hydrant Location) EXISTING LAVENDER c LL c, w HEIGHTS SUBD.NO.1 I 1 P.C.C.Thrust Block(As Required Even If Not Shown) F- a o LU LU U5 11 3 6 12 � I ❑ Point of Connection.After Testing And Approval,Connect z U_ cc 2-- 4 } r P to Existing Water Main o a m 1 I I z ¢ o I I W z z z j l I LU Mp J z I S2 6 I zoo z LU 1 1 0 o o z I s 1 C LU > o D I z o�"C a FLU - 1 Z U vi a I apz w 10 5 5 I 13 S2 o LU C � o I1 EXISTING LAVENDER vS W w 1 K VIB T6 H K I HEIGHTS SUBD. N0. 1 a z N 1 10 LF 6"PVC 1 /� o BLOCK 9 "' "' s ° 3 BLOCK 7 a N a l s. 7 1 2 1 9 6 4 14 a 1 00 1 NI o I 0 s 1 _ S2 3 PIRR PIRR PIRR si �� 7 BLOCK 8 I B1e 0 3 8 3 1 15CA N I EXISTING LAVENDER 3.00' HEIGHTS SUBD. NO. 1 3 10.50' as f t l Q Im >o MATCHLINE - SEE SHEET C.500 2 °' J MATCHLINE - SEE SHEET C.500 9 W PIRR Q z EXI PER TING g„PAC _�/ 8.00, q E11 K _ w _ yEIGNAVENDER WATER MA/N a BLOCK 8 C4 z Q w° s \ w y S SUBD ND 1 % 16 1 0 5p o I y - PIRR kkaiy \ l 4, cc 3 ss E.HIOCpTEST w 1 / 3 — - _� LU ss w s -/CO EXISTING RESIDENCE \ \ P LU 17 sy m/ M T W TO REMAIN ,� 10 w y � I `� BLOCK 9 � 8 / 3 _ w o 8.Op v NOTE: No 1 o SS \ \ 3 /( a EXISTING WELLS MUST BE ABANDONED FROM DOMESTIC USE IN ACCORDANCE WITH IDAHO 11 W `"' 2 ° 1p5 DEPARTMENT OF WATER RESOURCE REQUIREMENTS,WITH VERIFICATION OF w H ' DISCONNECT BY MERIDIAN PUBLIC WORKS DEPARTMENT. CONTACT IDWR IF WELL Q 3 127LF8,,pV w ABANDOMENT IS REQUIRED. WELLS MAY BE USED FOR IRRIGATION PURPOSES. EXISTING LAVENDER C 4 HEIGHTS SUBD.NO. 1 e W SS \ _ K a S2 —W W O - 5 BLOCK 6 0 36LFg„P I` 1 . 0 E.PHENOMENAL ST. s ° VC E11 J Q SS M - RR 7 , a 3S g„P + PIRR 8 �� WW I SS j VC µ, s S2 .I S 4 PROJECT N0. 21-0204-LH2 \ 9 ? s --- P/ E45 K DWG FILE C.501 RR \ \ / I _ 1 r8 w P/ / 12 DESIGNED BY BT �.s a ss �. PIRR \ \A(\ �� W/12 ? V8 Vb, i •-` • o - -- �� - DRAWN BY JTA ° CHECKED BY BT PIRR PIRR V8 13 /( s,? I °. I „ I 18. 54 LF 8"PVC \ �RR 14 I __ l ISSUE DATE 03/01/21 1 PIRR \ j /�,�� W W II HORIZ.SCALE AS SHOWN 2 \EXISTING LAVENDER P/RR 15 BLOCK 6 S? �_ 1 VERT.SCALE AS SHOWN P R \ II �` 15. ----- SI - 3 HEIGHTS SUBD.NO.1 16 M 4 BLOCK 5 PIRR PIRR I 17 E11 E22 K-- ---- I 1 13 Co50 1 SHEET 11 OF 15 D:\Civil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.500(Water Plan).dwg ILd 8 7 BLOCK 8 S3 /\ IRRIGATION PLAN 3 S3 15 W SCALE: 1" = 50'-0"HORIZONTAL EXISTING LAVENDER HEIGHTS SUBD. NO. 1 m 3 75 50 25 0 50 100 MATCHLINE - SEE SHEET C.601 y 1 MATCHLINE - SEE SHEET 0.601 - CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET IIIIIIIII� i i IIIIIIIII� u 1 i d S1 NORTH 2 1 9 Q W / P/RR EXIS TIAIG W P RIGATIpN Mq ESSURE / W y HEIG�A�ENDER N ` / BLOCK 5.00' CONSTRUCTION KEY NOTES HTS O2 SUBD / S3 16 0 PRESSURE IRRIGATION PLAN PIRR of H/D j I _ �' SL4 Pressure Irrigation Sleeve, 8" PVC, C-900 0 Ss COYEST o SS W / II \\ W \ T4 Tee, 4" Q c~n v c LLi 17 ' > m 00 00 O \ w S3 o 10 T6 Tee,6 00 ss s BLOCK 9 oo g o \ \ 1. 8 Y N C 3 W ------- z, V1 Valve, 1"Gate ' ¢ N 0 1 i , // ss 4 y $ w a o 0 \ / Z\\\ // 11 S1 O LL; m p 3 2 d�'� W / s V4 Valve, 4"Gate C = 3 �, Z o 3 EXISTING LAVENDER \ w a a V6 Valve, 6"Gate T 4 HEIGHTS SUBD. NO. 1 U_ SS J —W W �d � � u 5 E1 Elbow, 4", 11 1/4° BLOCK 6 E.PHENOMENAL ST. s s - ss / S \ - \ I E2 Elbow, 4", 22 1/2° / a W a \ PIRR g Ss w s E3 Elbow, 4", 45° EXI Sr \ \_ \ \ 'r7l N 9 / I SS \ \ E4 Elbow, 4", 90° PIRR p RICAT/ON PRESSURE W 12 ER LAVENDMAIN / 11 / SS S1 �� ° A((EV PIRR HE�GHTSS�DRNp / Elbow, 6", 11 1/4 S3 / 12 I _ \ PIRR PIRR 13 I i =„� E6 Elbow, 6", 22-1/2° P Sy 14 PIRR \ / /�� wW S1 —, E7 Elbow, 6", 45° 2 \ 15 s 3 EXISTING LAVENDER PIRR \ \ l Sr BLOCK 6 " 1 / I ° P'RR E8 Elbow, 6", 90° NAL kd\ HEIGHTS SUBD. N0. 1 EXISTI \ o $y 16 4 P R/GAT/ON PRESSURE P/RR / PIRR 17 S Ri Reducer, 6"x 4" BLOCK 5 NERLAVENDERAIN �� , Sr r ---- 18 13 S1 4 5 /GHT SUBD \ P/R 31gLF4e w w Sr �°`«�j 3/4"Pressure Irrigation Service Per NMID Standard b 6 S N0. r S3 P W w P/RR \ , PAC � I i V� 19 y�/ S1 Detail-Type"A"Riser 8 7 Sr / \ \ _ �R Sr �_ � 4 -1 a 1"Pressure Irrigation Service Per NMID Standard �� ss Detail-Type"A"Riser, For Long Side Service. �� OF X 8 / Sy PIRR - --3- Existing Pressure Irrigation Service Per W o 9 / 10/ 3r8�F4"PVC A<<EV P `sr y - S3 Lavender Heights Subdivision No. 1 3pF4„P w s 3 S4 2"Pressure Irrigation Service Per NMID Standard 2 p s Detail-Type A Riser PIRR �FA $1 Ci U W / v `�' p '/ y / L J Q ss \ / / 12 ( a y i 63 LF 14 E�] P.C.C.Thurst Block(As Required Even If Not Shown) _ � N i7 I EL RR o Z E W 13 o Pi SL4 s zd � m ' SS NSO�EST w / / / 14 II Sr o N1 Deflect Pipe Per Manufacturers Specifications z a o / W W BLOCK S co W z z - Point of Connection.After Testing And Approval, Connect To o z Sy 4 4rrp�C E�l Existing Pressure Irrigation Main o W F, II °s PIRR PIRR T6 R1 K (41 9 SS \ 0 16 4 Ny y s 131 LF 4"PVC o 0 0 o z � � U O w > 12 W II I 18 s E2 zoLU U CO w E� ss II 3 15 S1 0 LU 00 W K = z 13 s a Cl w w z °O � ss w s ¢ z � 16 Ss \ W . • y U J 10 \ s ' cn =LU x 17 i \ \V a�ENSD�E . s • s • °. s � 3 ° � � � z s/ 11 S a ° 3 s \ W s EXISTING LAVENDER 20 S2 / s PIRR 14 HEIGHTS SUBD. NO. 1 / 0 � PIRR 34 � °s � 15 / S? 16 S1 0 a\ R / $ ? II o Z i 31 s s 18 I 1 PIRR BLOCK 1 / 30 s; \ m 0 19 r0E \ PIRR $3 33 3.00,PyP 27 o � � \ CA — —r U — — EP 32 2 cfl y — co a — — �P--i — \ \ � , , I I — _ � S2 EP EP — — o � R co --- \� °"6� Eq SEMEN� — Sy Vr Vy 29 � a 23 � O _ _ Q P EP F r \ PRR .. II 22 a = Q // \FP y\� EP \ ——— \\ ARR L/ TER————r°E EXISTING 6"PRESSURE $y 28 III II � \ FP A� IRRIGATION MAIN P/RR II z Q � EP � — rCD / 1 FP \EP \ `� — PER LAVENDER �r°e,� o Vr2 s y Q Q \ T"E--——'— HEIGHTS SUBD.NO.1 ° ——— 1 —— ———, h p_ LD I / I EP — PIRR �� 5 O Ir ¢� \ cc EP \ EP— —\� E�— ,; ——r°E EXISTING 8"PRESSURE — —'°�—_ sr 24 5.00' Cw / \ PI G I / EP EP —�_ `r°e��° �\1 IRRIGATION MAIN -- RR —\ �,\ PER LAVENDER P _ "°.B1B /¢ CID FUTURE LAVENDER 11 \EP EP °E—\ \;° HEIGHTS SUBD.N0.1 r°E— —r°a— PIRR I I Sr V r W / w HEIGHTS SUBDIVISION I \EP °— E°— —\ — 497LF 21 r°E\ r �_\ —— r°E� — —r0" \ � g��PAC (�y I / _ P s"eo j I \EP EP�� —— mE P/RR I � I I m -- — —� / P — PSEo ®k°p \ — --;— — ° -- oaf 1 Sr 20 �\ I EP —E`-- I EP ,;0 —SOCK �\ W --- L --- II EP EP \-- �\��e 19 °F� RR `sr BLOCK9 Q \ T \ ' \ EP — � � � 18 EG J \r0F \ \ EP FP EP \ ° \T� \� \ \ �r°e �\ Cd W L-----J L---- I \ \ \ Tpe TOE EP RR I EXISTING PRESSURE IRRIGATION ��EP EP PUMP STATION PER LAVENDER BLOCK 1 `\ a °e roe - - - a - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - HEIGHTS SUBD.NO.1 �� EP -- -- -- \ \\ TOE l� TOE \ 1 �, , GIRW GIRR U GIRR GIRR GIRR GIRR GIRR GIRR GIRR f Toe �� PROJECT NO. 21-0204-LH2 EXISTING LAVENDER EP \ \ \ HEIGHTS SUBD.NO. 1 \FP\Ea 0 0 eB \ DWG FILE C.600 \ — — — — GAS — DESIGNED BY BT DRAWN BY JTA r O CHECKED BY BT 0 EG EG EG EG EG EG EG EG EG EG EG 0 \ .P —&P EP EP —EP EP EP EP EP EP—————EP—————EP—————EP EP EP EP EP EP EP EP P EP EP EP EP EP EP c uqc n°"s°x oar"E.roes _EP— uGT EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG ISSUE DATE 03/01/21 E HORIZ SCALE AS SHOWN SAWCUT SAWCUT \ �L w — — — w — — w — — w — — — — — w w — w — — — — W — — — — — w — w — w — — — w — — w —SAWCUT w — — w W — SAWCUT W — W SAWCUT — W — SAWCUT— W L . SCALE AS SHOWN � — - E.LAKEHAZELRD.- - - - - - � cuT - - - - - - — - - - - - - C . 600 3 _ m ——— T — __ - EP——_—_EP—————EP——_——EP—————EP —EP— EP EP�_ —EP EP \ � \ SHEET 12 OF 15 DACivil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.600(Irrigation Plan).dwg I \\ IRRIGATION PLAN SCALE: 1" = 50'-0"HORIZONTAL r 75 50 25 0 50 100 CIVIL INNOVATIONS PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR IRR PIRR NORTH HORIZONTAL SCALE IN FEET ® --- CONSTRUCTION KEY NOTES BLOCK 4 2PRESSURE IRRIGATION PLAN 10 9 8 7 6 5 4 3 2 1 y SL4 Pressure Irrigation Sleeve, 8" PVC, C-900 T EXISTING LAVENDER Z o HEIGHTS SUBD. NO. 1 m w 00 T T4 Tee, 4" Q N N o o ti w a I T6 Tee,6" � � `Y' 05 .� j I o II Y 2 I I V1 Valve, 1"Gate ' ¢ N L. . O Z 3 IV V4 Valve, 4"Gate Q M m 3 ZC, Z o ss \`\ �� EXISTING LAVENDER V6 Valve, 6"Gate T \ 13 - - _ W W W W W W W W W WW W W HEIGHTS SUBD. NO. 1 — E.BRACE DR. E1 Elbow, 4", 11 1/4° mmA — — — — — — M \ SS SS SS SS SS SS SS Ss SS SS SS E2 Elbow, 4", 22 1/2° mrn MIT \ -o-------------------------- o 0 0 - - - o o o o s E3 Elbow, 4", 45° — — � — — — — — — — — 3 — — — — — —� 9 — � � I � � � E4 Elbow, 4", 90° PIRR PIRR PIRR ___ __ -_ ___ PIRREI PIRR EXISTING 4"PRESSURE ° EXISTING 4"PRESSURE IRRIGATION MAIN o N > ss E5 Elbow, 6", 11 1/40 a IRRIGATION MAIN PER LAVENDER a PER LAVENDER 13 2 z E6 Elbow, 6", 22 1/2° HEIGHTS SUBD. NO. 1 w HEIGHTS SUBD.NO.1 3 8 10 T- a 3 m 4 E7 EXISTING LAVENDER EXISTING LAVENDER Elbow, 6", 45° vi - HEIGHTS SUBD. NO. 1 HEIGHTS SUBD. NO. 1 EXISTING LAVENDER L — — — W — — E8 Elbow, 6", 90° 3 —— —— —— —— — HEIGHTS SUBD.N0.1 I OI�AL — — -- -- -- -- ss 8 Pvc Ri Reducer, 6"x4" 3 BLOCK 7 BLOCK 8 I 3/4"Pressure Irrigation Service Per NMID Standard 1 BLOCK 8 i I I Si g ��0 62 12 •� I � Detail-Type"A"Riser � o 3 7 S3 11 — _ _ ❑ 1"Pressure Irrigation Service Per NMID Standard �� GAS - y 3 a I s 3 s BLOCK 9 ©Q S2 Detail-Type"A"Riser, For Long Side Service. �� OF X 1 I sl 5 S3 S3 Existing Pressure Irrigation Service Per '*IN P I Lavender Heights Subdivision No. 1 EXISTING 6 PRESSURE 6 e IRRIGATION MAIN S4 2"Pressure Irrigation Service Per NMID Standard EXISTING LAVENDER PER LAVENDER Detail-Type"A"Riser LL JLU HEIGHTS SUBD.NO.1 I O F J a HEIGHTS SUBDCD .NO. 1 LU 3 K P.C.C.Thurst Block(As Required Even If Not Shown) _ � N 11 4 3 6 $3 12 o I zoo m 1 I N1 Deflect Pipe Per Manufacturers Specifications o z > z ¢ O LU LU I I E�l Point of Connection.After Testing And Approval, Connect To oz6 S3 LU Existing Pressure Irrigation Main o Z S Z = LU 1 ° 3 I O OC O I s 1 O w " > � I Cl- z LUoC a F- — S ZLU U a O z LU LU 10 5 5 S3 13 I EXISTING LAVENDER C= w I LU HEIGHTS SUBD. NO. 1 z ¢ z � � , I I BLOCK 9 "' co 3 BLOCK 7 7 S3 I 2 1 9 j 1 EXISTING 6"PRESSURE 6 4 S3 14 I IRRIGATION MAIN N 3 1 s ( PER LAVENDER 1 N I HEIGHTS SUBD. NO. 1 O s 1 3 PIRR PIRR PIRR i — -- -- -- -- -- ` P Z W 7 BLOCK 8 I a e S3 3 8 3 $3 = 15 "ILU L 1 CA LAVENDER 1 HEIGHTS SUBD. NO. 1 a 3 m I ® 1 — t , � ME S1 Q 2 u J` 1 MATCHLINE - SEE SHEET C.600 9 MATCHLINE - SEE SHEET C.600 � s 1 O W PIRR EXIST/NG4„P W Q Q — W RRI GA RESS TION URE W �EIGNlS SND RAIN S3 BLOCK 8 5.00' z o r • — \ I —PIRR U5 / � cc E Ss HlOt;oTEST W 1 3 \\ � LLJI cc SS W t LLi I \ \ W $3 17 W T a \\\'> 10 BLOCK 8 � _ = o \// \ 1• I / o� W --^Z 3 1 / o SS 4 y 3 <U5 a 2 o W o \ � s a ,,J ,Z\\ 11 S1 3 EXISTING LAVENDER \ W a 4 HEIGHTS SUBD.NO. 1 \ e W —W W d 5 E.PHENOMENAL ST. BLOCK 6 s.• s \ .1^• S V SS - RR 7 ' I • \ I W W W / ss I j \ I I I P/RR $ w,.°-, °1 �H�Q � W s S C OTEsl PROJECT N0. 21-0204-LH2 IS \ \ T/N 9 / s --- -- - --- I G4P PI R DWG FILE C.601 RR R/ RE \ \ Gq SS / I T/ON URE 1 w PIRR \ PERLq VENNMAIN / 11 / SS 12 S1 DESIGNED BY BT \ P/RR HEIGHTS ER / a PIRR \ \ -A(\ SUB No l S3 WW/12 i i s _ _- - DRAWN BY JTA \ PIRR / 13 I ° CHECKED BY BT P $1 14 I - --II l ISSUE DATE 03/01/21 PIRR \ /G� W sr , ` HORIZ.SCALE AS SHOWN 2 15 I „E 1 VERT.SCALE AS SHOWN EXISTING LAVENDER P(RR ` \ PIRR BLOCK 6 \ \ SI —3 HEIGHTS SUBD.NO.1 EXIST/NG \ y sy 16 M 4 "141BLOCK 5 ER�AVFONMA/N SURE PIRR wW PIRR Sr 17 -- ---- I 1 13 S1 Cm601 SHEET 13 OF 15 DACivil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.600(Irrigation Plan).dwg -FINISH GRADE A.1 A.1-1 NO TREES OR SHRUBS OVER SEEPAGE BED NATIVE BACKFILL I COMPACTED TO 95%PROCTOR DENSITY E A.2 Cj A D Z- Z- Ip Qrl rogQ Q Q °D - < C) aA.3 ONON WOVEN GEOTEXTILE PER SECT.8200 BMP 20 ON TOP 167M92 5 AND SIDES OF SEEPAGE BED. OVERLAP OF VMINIMUM. 63RIGHT-OF-WAY CD PLAN CONCRETE COLLAR D 33' _j N.T.S. ANGUL "-2 0 W 2' 5' 8. 2' 14.50' 14.50' 2' 8. 5' 2' AR 3/4 " OCK < CD ch VLANDING SIDEWALK SIDEWALK LU VLANDING � g 0 00 F_ C\j C/) c? A.4 0 ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD- zj- Ui SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD-702 18" CD r-_ 00 = 0 0 CO 00 2% 2% 2% 1.75% M 00 - - - ASTM C33 FILTER SAND 1.5' 0 in g? 00 >0 1.75% 2% ... ...... ... C) z A.5 Ld MIN.EXCAVATION :21111 < 5"THICK CONCRETE SIDEWALK PER W CD Q_ 5U) LU 2-1/2"OF ASPHALTIC PAVEMENT x = 3: ACHD SUPPLEMENTAL DWG.SD-709 Ld LLj 5 R�: (SP-3,0.50 INCH(Y2")MIX,PG 58-28) 4"OF 3/4"MINUS CRUSHED GRAVEL SEEPAGE BED SECTION VIEW 6 U co SECTION CONCRETE COLLAR 4"OF 3/4"MINUS CRUSHED GRAVEL BASE C:) EXTEND ROAD BASE MATERIALS < N.T.S. 14"OF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) > COMPACTED STABLE SUBGRADE 4 a_ MONITORING WELL(GROUND WATER OBSERVATION WELL)-SEE DETAIL SD-627 ON THIS SHEET NO TREES OR SHRUBS OVER SEEPAGE BED A.1 A.1-1 9 5"TRANSITION FROM SOLID TYPICAL LOCAL STREET SECTION WALL TO PERFORATED PI I �/ �<' NA TIVE I Cj 5'(MIN.)OF 18"SOLID WALL PIPE COMPACTED TO 95%PROCTOR DENSITY 1 NOT TO SCALE 'k A.2 ANGULAR 3/411-2"ROCK -------------- -1---------- INLET FROM STORM DRAIN MANHOLE T 18"NON-PERFORATED PIPE 18"PERFORATED PIPE CAP END (SEE PLANS FOR LOCATIONS) INV.=A.3 --------INV. A.3 -------------------- A.3 aD D��gD �a D �a� D�� JL SECTION PIPE BEDDING 14 N.T.S. 4"OF 3/4"PIPE BEDDI ING 1� J \Q A.4 AL ASTM C33 FILTER SAND Te 2017 ACHD REVISION 4z A.5 Ulu MIN.EXCAVATION IDAHO STANDARDS VW L FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING �OT6 2 3'MIN. CONSTRUCTION OBSERVATION WELL S D-6 2 7 / / 0 SEEPAGE BED PROFILE VIEW HIGH GROUNDWATER (ACHD SUPPLEMENT) 1 OF 2 OF --7 >< < INSTALL STORM DRAIN ELECTRONIC MARKERS AT 3: 3: ALL FOUR CORNERS.SEE STORM DRAIN MARKER IN P,'� C) C) LEGEND NOTES ON THIS SHEET. WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER CD 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED 2'-0" cc 16-4- cc 2-0" CONCRETE (COLLAR), CLASS .3000 (ISPWC SECTION 703) 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER E3LL� C_)I, < 8"THICK RIBBON CURB PER ROLLED CURB AND GUTTER PER TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- CC 3-1 ACHD SUPPLEMENTAL ACHD SUPPLEMENTAL CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS LU LU Ci SEEPAGE BED AREA = DWG SD-703 2% DWG.SD-702 W 1 PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SCIR 35. WELLS BACKIFILLED IN A PIT REQUIRE 6" cc C) CD PIPE. DRILLED WELLS MAY USE 4" PIPE < NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK �0 = �> = < C) ---------- POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY 18"NON-PERFORATED PIPE BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY C) INLET FROM STORM DRAIN MANHOLE 1811 PERFORATED PIPE CAP END CAP END W LU EXTEND ROAD BASE MATERIALS INV. A.3 INV.=A.3 USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES cc 2-1/2"OF ASPHALTIC PAVEMENT 6"PAST CURB AND GUTTER(TYP.) (SEE PLANS FOR LOCATIONS) -------- ------------------------------------------------ C) C) E5 (SP-3,0.50 INCH(Y2")MIX,PG 58-28) C-, M' 2 C) C) 4"OF 3/4"MINUS CRUSHED GRAVEL NOTES: � Cc cc (D U_ MONITORING WELL1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR 14"OF 6"MINUS PIT RUN W2 6 LULUa-cc 1 LU STORM DRAINAGE FACILITIES or_ SEEPAGE BED ARE SEE NOTES THIS SHEE I >_ cc LU COMPACTED STABLE SUBGRADE 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS C:) Cn CD 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD C) LU 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION 6 'LU) C� C15 ZD = MONITORING WELL c.D LU LU 5'5'MIN. L 50' 0 SEE NOTES THIS SHEET CD < cc TYPICAL ALLEY STREET SECTION LU < C) Cn = = 2NOT TO SCALE SEEPAGE BED PLAN VIEW U) SEEPAGE BED TABLE SEEPAGE BED NO. A.1 A.1-1 A.2 A.3 A.4 A.5 L W Wl W2 D 18"DIA.CORRUGATED HOPE OR (LOWEST FG)(HIGHEST FG)� (LENGTH) (WIDTH) (WIDTH) (WIDTH) (DEPTH) PVC WALL DRAIN PIPE. C; 9 2753.77� 2754.70� 2751.40 2746.20 2744.90 2743.40 158.0' 15.0' 7.5, 7.5, 6.5, 90, 45'_� '� " 45' SEEPAGE BED DESIGN NOTES: 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 FOR ANY INFILTRATION FACILITY. 3/8"PERFORATIONS IN VALLYS OF 3. DESIGN INFILTRATION RATE IS 8.0 INCHES PER HOUR.GROUNDWATER WAS NOT ENCOUNTERED IN ANY OF THE TEST PITS, CORRUGATED PIPE.5 EA. SEE GEOTECHNICAL REPORT. _j 4. CONTRACTOR TO HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY 18"PIPE PERFORATION SCHEDULE < 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 CD CD RATE.PERCOLATION TEST TO BE WITNESSED BY ACHD INSPECTION STAFF. = E: 5. 1 00-YEAR DESIGN STORM RUNOFF VOLUME: < SEEPAGE BED NO.9: REQUIRED STORAGE VOLUME=6,182 C.F. cn LU LU C/)5'-0" 20'-0" < CD SEEPAGE BED CONSTRUCTION NOTES: F_ CD DRAINAGE SWALE C) 1. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX = a18'-0"ASPHALT DRIVEWAY cc HSGW ELEVATION. = LU 2.5' 2. ALL VAULTS,MANHOLES,AND SAND&GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED. 2017 ACHD REVISION Cz < F- 3-1 3. WRAP TOP AND SIDES OF BED WITH NON WOVEN GEOTEXTILE FABRIC. LU 8"THICK RIBBON CURB(TYP.) % 8"THICK RIBBON CURB(TYP.) IDAHO STANDARDS LU 2 4. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING OC 5. ANY BEDROCK ENCOUNTERED DURING SEEPAGE BED CONSTRUCTION SHALL BE BLASTED. CONSTRUCTION Cn OBSERVATION WELL SD-627 3.-1 6. SEEPAGE BED WIDTH SHALL REMAIN CONSTANT. (ACHD SUPPLEMENT) MAY7. SEE BMP 01 FOR SAND&GREASE TRAP DETAILS. 2 OF 2 8. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY: EXTEND ROAD BASE MATERIALS 2 1/2"ASPHALTIC PAVEMENT A)A MINIMUM OF 1-FT COVER FROM TOP OF BED TO ROAD SUBGRADE IS REQUIRED. Uj 6"PAST CURB AND GUTTER(TYP.) 10"OF 3/4"MINUS CRUSHED GRAVEL B)BACKFILL OVER BED TO SUBGRADE WITH 6"-8"MINUS PIT RUN GRAVEL. COMPACTED STABLE SUBGRADE C)WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED. D)IF LESS THAN 1-FT OF COVER FROM TOP OF BED TO SUBGRADE,ANGULAR 3/4'.TO 2.,ROCK IS REQUIRED 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 16U SUBGRADE. :21111 T TYPICAL ASPHALT DRIVEWAY DETAIL 9. FOR SEEPAGE BEDS OUTSIDE THE PUBLIC RIGHT-OF-WAY:A MINIMUM OF 1.5-FT COVER FROM TOP OF BED TO TO SCALE FINISHED GRADE IS REQUIRED. cc mmill STORM DRAIN MARKER NOTES: 1. STORM DRAIN ELECTRONIC MARKERS SHALL BE INSTALLED AT ALL FOUR CORNERS OF THE SEEPAGE BEDS. PROJECT NO. 21-0204-LH2 2. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF MARKERS DURING CONSTRUCTION AND PRIOR TO BACKIFILLING. DWG FILE C.700 MONITORING WELL NOTES: DESIGNED BY BT 1. THE MONITORING WELL LOCATED OUTSIDE OF THE SEEPAGE BED SHALL EXTEND A MINIMUM OF 1 FOOT BELOW THE DRAWN BY JTA BOTTOM OF THE SEEPAGE BED AND SHALL BE INSTALLED WITHIN THE PROPOSED SIDEWALK A MINIMUM OF 50'PAST THE CHECKED BY BT END OF SEEPAGE BED.SEE ACHD SUPPLEMENTAL DRAWING DETAIL SD-627 ON THIS SHEET. ISSUE DATE 03/01/21 HORIZ.SCALE AS SHOWN 4 SEEPAGE BED NO. 9 DETAIL VERT.SCALE AS SHOWN NOT TO SCALE 300 I SHEET 14 OF 15 DACivil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.700(Street and Storm Drain Details).dwg STREET LIGHT PLAN EXISTING STREET LIGHT SCALE: 1" = 60'-0"HORIZONTAL � PER LAVENDER r HEIGHTS SUBD.NO. 1 90 60 30 0 60 120 CIVIL INNGVATIGNS EXISTING LAVENDER HORIZONTAL SCALE IN FEET NORTH - 3 - - HEIGHTS SUBD.NO.1 12 � _ _ _ E.BRACE DR. STREET LIGHT NOTES v I 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN � I I I ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC,THE I � \ ® MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND 14 EXISTING STREET LIGHT 1 9 3 THE NATIONAL ELECTRIC CODE. PER LAVENDER w 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR HEIGHTS SUBD.NO. 1 EXISTING STREET LIGHT > I PER LAVENDER z I I TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT 13 2 HEIGHTS SUBD.NO.1 cc ` HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO 8 10 LU OPEN A PERMIT AND REQUEST INSPECTIONS. J 4 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE T T EXISTING LAVENDER EXISTING LAVENDER m w 00 15 EXISTING LAVENDER BASE REINFORCING, BEDDING, BACKFILL,AND FOR THE POLE AND E HEIGHTS SUBD.N0.1 HEIGHTS SUBD.NO. 1 \ O ao 0 HEIGHTS SUBD.NO.1 ASSOCIATED WIRING. cn T -- -- - 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES,5' m 000 0 -- -- -- -- MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. IMEN J O O .� BLOCK 7 BLOCK 8 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS. a m 0 00 0 BLOCK 8 EXISTING STREET LIGHT 12 3 7 I I Y ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO N 11 PER LAVENDER ' < THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD Q •c, 16 BLOCK 9 HEIGHTS SUBD.NO. 1 COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO O m z 3 REQUESTING FINAL INSPECTION. w = 3 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR Z � EXISTING LAVENDER I 1 HEIGHTS SUBD.NO.1 1 1 OR TO ACCESSF LOCKED METER PEDESTALS,UTILITY CONFLICTS, O I � 11 EXISTING STREET LIGHT I 6 12 PER LAVENDER EXISTING STREET LIGHT HEIGHTS SUBD. NO. 1 PER LAVENDER z I 6 1 HEIGHTS SUBD.N0.1 w LIGHTING PLAN LEGEND 10 5 ~ 5 1 13 1 Existing Type I Street Light rri I EXISTING LAVENDER 18 INSTALL TYPE II HEIGHTS SUBD. NO. 1 I STREET LIGHT Existing Type II Street Light BLOCK 9 I BLOCK 7 ( 7 I 2 1 9 6 4 1 14 1 � City Of Meridian Type I Street Light 19 I I I City Of Meridian Type II Street Light W 1 a 20 8 7 BLOCK 8 1 z �� Electrical Transformer ��ON AL EXISTING LAVENDER 15 u+ oe �� ZS T��E HEIGHTS SUBD.N0.1 m O Electrical Service Box BLOCK 4 ca \ 21 2 J 9 I EXISTING STREET LIGHT PER LAVENDER �?� \ HEIGHTS SUBD. NO. 1 / BLOCK 8 ' �f�MIN P \ INSTALL TYPE II I—I ; 24 ' IDDp E 1 STREET LIGHT t ,, T T. 22 \ Uj EXISTING STREET LIGHT \ 17 w EXISTING STREET LIGHT �I PER LAVENDER \ / CD BLO8 K 9 10 = U o PER LAVENDER 1 HEIGHTS SUBD.NO.1 ' \ ----_L\ / o z 23 HEIGHTS SUBD.N0. 1 2 \ / J �\ / 11 z cc o m J O N 3 EXISTING LAVENDER d � ` I z ¢ o 4 HEIGHTS SUBD. NO. 1 ` \ \ LU zo z w p J E.PHENOMENAL ST. 5 BLOCK 6 ® Ep o - - - - 6 , \� W oon z 7 I " O o z / / COrE Sr \ } o wLU / z0 � co 12 0LU0 0 w \ I \ EV / �2 I I ---- 1 W III 1= 13 � o °� \ / 1 \ 14 —EP I INSTALL TYPE II o¢c EXISTING STREET LIGHT 2 EXISTING LAVENDER \ 15 BLOCK 6 STREET LIGHT I o a o PER LAVENDER 3 HEIGHTS SUBD.NO. 1 16 ( ) I -� LU LU � z HEIGHTS SUBD. NO. 1 4 BLOCK 5 — 17 \ r_ --i 13 BLOCK 1 \ 5 /\ \� ,. 1 19 W 6 7 8 6 / / \ , Q 8 \ L J m r CV EXISTING STREET LIGHT • \ PER LAVENDER / 1t� \ ce O \ HEIGHTS SUBD.NO.1 1 w 12 I � \ ,i 14 \ E. � 13 f \ \SO(EST / ,INSTALL TYPE II 14 LO 1% \ 1 ° O STREET LIGHT 1 9 \ \ \, ( ) I I 16 17 CA 12 \ � � / I INSTALL TYPE II 18 13 STREET LIGHT 15 10 16 \ O z 17 / \ E. VA�EI ySOL � = a Q 11 E s ,, \ \ / H- \ 14 ;EXISTING LAVENDER 20 ^ \ HEIGHTS SUBD. N0. 1 / 34 ° Q CD — —ram— � F- — b CD TOE 15 I 16 0 w LU \� � _ � _EG \ — , \ 18 31 w � \ EP —— — \ — BLOCK 1 30 ~ EP —Ec roe — \EP\ — — 19 f 27 I \ \ W 17 32 EP fP ,EG T�-60' EASEM TGE—\ —TGe—\ 29 p 23 cc fP �,, FA —TGE, �,,G�\ �� 22 I fP —EG RR LA TERA ——— 28 II W I a I EP \fP L —r° `r II ° Q \— EG ioE \ TOE 1 TGe 12� IQ I _ ,�—_—— T 'Ga 24 I / ® EP EP —\Z TOE``\\\ EG E\ __roE \ W ------- TOE � e� / 1 / EP EP roE roe— —— I I of �Ec EP \EP T roE \��Ga —\TOE� —\�roE—roe——_ I �_ 1 21 e— oe Toe— e \ \Bl C I IL-JL-J I r �� . II FUTURE LAVENDER EP \\ —— — _ \ 20 HEIGHTS SUBDIVISION fP —EG—E 1 \\ \ BLOCK 9 I _ EP . �\ 18 a I EP — \ G °E— \\�t / \ PROJECT NO. 21-0204-LH2 L---------------- `---J EXISTING STREET LIGHT EXISTING STREET LIGHT DWG FILE C.800 EP Ep EXISTING STREET LIGHTA EXISTING STREET LIGHT -- I EXISTING STREET LIGHT EXISTING STREET LIGHT EP �� of \ PER LAVENDER HEIGHTS PER LAVENDER HEIGHTS I PER LAVENDER HEIGHTS PER LAVENDER HEIGHTS �� EP PER LAVENDER HEIGHTS \ PER LAVENDER HEIGHTS DESIGNED BY BT SUBDIVISION NO.1 SUBDIVISION N0.1 SUBDIVISION NO.1 SUBDIVISION NO.1 •�P SUBDIVISION NO.1 \ SUBDIVISION NO.1 - - - - - - - - - > - - - - - - - - - - - - - - - - - EXISTING LAVENDER _�E / GIRR GIRR GIRR GIRR GIRR— GIRR GIRR i � L —`� DRAWN BY JTA HEIGHTS SUBD.N0.1 \ \P \P \ \ \ CHECKED BY BT ISSUE DATE 03/01/21 —EG a EG EG EG EG EG — EG EG EG — EG EP EG EG -C EG -C EG EP ¢ EG EP EG EP EG EP EG EP \ — ,a,„ a— —Ep Ep—— EP—————EP—————EP—————EP—————EP — — Ep— ——_EP ER I _E VERT.SCALE AS SHOWN E.LAKE HAZEL RD. 2 __——EP—————EP—————EP—— \ — — — /A \ \ Co800 EP SHEET 15 OF 15 DACivil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.800(Street Light Plan).dwg