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HomeMy WebLinkAboutApproved Plans Kellogg Drain 5.12.25 C� z F— KELLOGG DRAIN DESIGN O U � FOR U " w Un LEGEND CINDER & USTICK MIXED USE w O CONTROL POINT 1515 USTICK AVE 2000.00 GRADING POINT MARKER MERIDIAN , ID 83646 2 1% GRADING SLOPE ARROW OEu MAY 5 2025 d.ALEN NOT TO SCALE 2000 EXISTING MAJOR CONTOUR 7 Moscow U J EXISTING MINOR CONTOUR LEWISTON lz 2000 PROPOSED MAJOR CONTOUR PROJECT LOCATION 2001 PROPOSED MINOR CONTOUR 0 (j ^1 93 `V PROPERTY LINE o U 4. ASCADE GAS GAS EXISTING GAS S o z zz 00 93 I- z Q W W EXISTING WATER BOISE KETCHUM 0mr o A W^ FALL � ^ ! LACKFO T oHT oHT EXISTING TELEPHONE f �� 93 es POCATELL z v) � — O O oHE oHE EXISTING OVERHEAD POWER � F. AILS e U L co Ss SS EXISTING SANITARY SEWER 0 LU UGE UOE EXISTING UNDERGROUND POWER — ,- -- USTICK AVENUE - •p- Cn EP EXISTING EDGE OF PAVEMENT � '� "•" • - W PROPOSED RIGHT-OF-WAY PROPOSED BUILDING - y t N N N N N N W N coLn Ln ss EXISTING SEWER MANHOLE m� #` co q O -- - N 00 o Q p co 4 4 Ln 'I O EXISTING MANHOLE ' Izi Izi � � Izi Izi m M1i Y Y J J Y Y O EXISTING WATER MANHOLE - �- PROJECT LOCATION SHEET INDEX w w > z � z N EXISTING CATCH BASIN r - 1 . G-1 .0 - TITLE SHEET m ° c �, o - L 2. C-1 .0 - SURVEY CONTROL & GENERAL NOTES > 2 o [ w o EXISTING WATER VALVE z W z U) � cn EXISTING TELEPHONE MARKER UJIl — 3. C-2.0 - KELLOGG DESIGN SECTION A-A' 2E o o - 0 Y T Q w , _ 4. C-3.0 - KELLOGG DESIGN SECTION B-B' z LU `� 0 5 LU U) o o w � G EXISTING GAS MARKER - _ 5• CD-1 .0 - CIVIL DETAILS W > > L Q r N Z Q g EXISTING IRRIGATION MARKER z U J — ' N M T Ln CO z EXISTING VEGETATION tr - ; �} cn O PROPOSED DRAIN STRUCTURE .�: ` L z LL ' z i F I• 7 r, N ZION PARK AVENUE o Z o o LU � 2 � k O Q U) w a N d U Q O N , N i O OWNER : ui TYSON LANE VICINITY MAP Z F- LENNON POINTE SUBDIVISION ? O W WSCALE : 1 = 150' U HILLCREST CONSTRUCTION O O PO BOX 608 z > z EAGLE, ID 83616 O m W z � J z Q w c H ENGINEER . J F— WESTERN CONSULTING GROUP KELLOGG DRAIN OWNER . NAMPA & MERIDIAN IRRIGATION DISTRICT 1452 WEST BANNOCK STREET BOISE, ID 83702 1503 FIRST SOUTH ST. ASS\ONAL F,yc W NAMPA, ID 83651 Q3 � \,\CENSFO (208) 466-7861 15461 SHEET NO: s o G-1 .0 � TgTf OF \�P� �' Know a#'s helow. F� DATE: �� bl +ill1 �T F. NORR 05-05-25 J i O PAGE NO: 1 OF 5 CD GENERAL CONSTRUCTION NOTES z SECTION CORNER EP EP - ZD 3 1/2" BRASS CAP 1/4 CORNER 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT z � - EP VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION ZD CP&F No. 109109699 _ - BASIS OF BEARING , EP 3.25" BRASS CAP (ISPWC), THE CITY OF MERIDIAN CODE AND THE NMID STANDARDS. THE MORE U � CP&F No. z CD PLS 35 3� T.4N., RAW., B.M. S 88°43'02" E 2662.34' � � � / � 36 STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING � 5291 M 1 T.3N., R.1 W., B.M. - 2017-120066 0 - - 666.54' 0980- �- STANDARDS OR SPECIFICATIONS. LU 1 ui PLS cn s• \ EP s \ FP _ P \ �� 12087 2. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR W 101 ®' 3° •° -E s CONSTRUCTION" ON SITE AT ALL TIMES. CHISELED X �' /� -S \ 102 MAG NAIL _ LS ELEV.=2 70.71' 5291 °� ► � � ELEV.=2571 .52 1 1 3. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL � � IIII � \ II PL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. a 52�1 °0 � \ w I ° / 4. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS I J ° II �I I r ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. ALL INSPECTIONS OF \ / ° ' I� I I I THE WORK OR MATERIALS REQUIRE A MINIMUM TWENTY FOUR (24) HOUR NOTICE ° a TO THE PROJECT INSPECTOR. ° 5. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM° J l�0 REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE / I , APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH w 0') / o I I LS I s PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE 1 N - T / / 11118 • SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE 0 CD - J�I l� NO. 1. U) CN • Ls (D p cy) / I I 1 1118 6. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE O Up co o ��_ \ I ��I APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF z Z o / n I \ AGGREGATE BASE C PLACING OF CONCRETE D PLACING OF ASPHALT PAVING. J Z ai:w� / ( I � II/ � mw a 104\� �� `\�\� ( \ II 7. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE z L w I ( �1/2" IROf ' \` �� THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. O O I N co Lo ELEV.=2569.70 ��\ 8. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY 1�f��\ � ,- I ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL LU I I IIIS\���� \ ����\ I I EXISTING UTILITIES PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES U) \ TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE W z PARCEL # 1201�23115 \ ��\� I \ \ OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND TILITIE ALL DI LINE AT 1- - 42-1 A MINIMUM F UTILITIES. C G 800 3 585 U O FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF \\\\\\\ \ \ J I w �� •�� ���� UNDERGROUND UTILITIES. UNDERGROUND UTILITY LOCATION AND VERIFICATION N N CO � � \m �� \ SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE o 00 N L o I O I � �\ ��\���� \ II PRESENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF CDo l POTENTIAL CONFLICTS. THE DEPTH OF UTILITIES SHOWN ON THE PLANS ARE NOT Z Z 0 z Z Z I KNOWN BUT ARE FOR GENERAL INFORMATIONAL PURPOSES ONLY. Y Y Y Y co cn L2 PLS 5291 I ��� \�\�`;`\\� \ \ 1 9. ALL WORK SHALL BE CONFINED TO PARCEL #S1201223115 WITHIN THE PROPERTY w w d J w \ ���\\ \ \ I BOUNDARY AS SHOWN ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR w o ? zp o w \ �\\� \ SECURING CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY w o Q co CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT THE > 2 vo w o_ \ ��� \�` ` \ PROJECT. o o o o w I \ \�! � ���� -�� I I 10. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED TO w oo > C) _0 0 ���\ �� , �� �� FACILITATE THE CONSTRUCTION OF PROPOSED FACILITIES. GROUNDWATER U) u u -> / I w \ ` -�������� I LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH AND w N Z a \�� STRUCTURE EXCAVATION DURING INSTALLATION. CONTRACTOR IS REQUIRED TO Q w IW 103 SECURE DEWATERING DISPOSAL SITES AND APPLICABLE AGENCY PERMITS. N �M LO co 0 1/2" IRON PIN I \� `/ 1\ I DEWATERING PROCESS SHALL CONFORM TO SECTION 205 OF THE ISPWC. z ELEV.=2569.36' J `� NO PLS PLS J 1 I a' I �\ - - - -C�rP - I I I 11 . RETAIN AND PROTECT ALL FEATURES NOT DESIGNATED TO BE MODIFIED OR c0 _ _ _ _ - fi't 8 �� 1 $- - I c I __� CONSTRUCTED ON THESE PLANS. r ' Z 0 1/4 CORNER 3 1/2" I�JJ���� l� � ���� �111 y8 o BRASS CAP 2 1PLS o CP&F No. 10561 z z Y 0 N 108044955 o o o w = a 0 N N i O U 06 SURVEY CONTROL & GENERAL NOTES J � 0' W SCALE: 1" = 60' F_ Z � Z0 0 E 0 60 120 U Feet Z Z � Z � J SURVEY NOTES zz m J � � W o W CONTROL POINT TABLE z 1. BASIS OF BEARING IS S88°42'02" E. BETWEEN FOUND MONUMENTS AT W Z L POINT # DESCRIPTION ELEVATION NORTHING EASTING NORTHEAST CORNER OF SECTION 1, AND THE CORNER COMMON TO J W SECTIONS 1 AND 36. 101 CHISELED X 2570.71 717557.1620 2449017.7670 102 MAG NAIL 2571.52 717570.3520 2443411.5970 2. VERTICAL DATUM - NAVD 88 103 1/2" IRON PIN 2569.36 716937.4875 2449061.0402 0 ScA NAL F,y 104 1/2" IRON PIN 2569.70 717310.5950 2449016.55207] 3. COORDINATES AND ELEVATIONS ARE IN U.S. SURVEY FEET. o�``' ��cENSFo '° SHEET NO: 0 4. TOPOGRAPHIC SURVEY FOR PARCEL #S1201223115 LOCATED IN 15461 GOVERNMENT LOT 4, T. 3N., R. 1W., B.M., ADA COUNTY, IDAHO. C-1 .0 0 J Knew vft#'s h el ow. OF �oPR��� DATE: cn Q) Call before you F NO 05-05-25 PAGE NO: 2OF5 I II --------------------------------- -- - - `J-----------------1 z -- --- --------- H1 �I \ \\ \\ \ r GENERAL UTILITY NOTES z \ - oZD - -_ \ 1. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE U � \\ �\ t --_--------- - - - - - - I � ' I CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES z \r J II, - I PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE w -------- --- \\ - - _ _ _______ _________-_ I FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY c~i� �------------- J \\ \ \ _L_ _ _ _ \_ \ LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL DIGLINE AT LU 1-800-342-1585 A MINIMUM OF FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATING TO - - - - \ , I REQUEST LOCATIONS OF UNDERGROUND UTILITIES. UNDERGROUND UTILITY LOCATION \ AND VERIFICATION SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ---------- I I i ? i I POTENTIAL CONFLICTS. THE DEPTH OF UTILITIES SHOWN ON THE PLANS ARE NOT 000 --------- I I I \-- I , KNOWN BUT ARE FOR GENERAL INFORMATIONAL PURPOSES ONLY. \ \ \ -- - - - - ------------ w I > I \ 2. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED - - - _ I PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE. 3. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED TO U z I FACILITATE THE CONSTRUCTION OF PROPOSED FACILITIES. GROUNDWATER LEVELS J _ l SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH AND STRUCTURE PROPOSED BUILDING (TYP.) N I I EXCAVATION DURING INSTALLATION. CONTRACTOR IS REQUIRED TO SECURE DEWATERING DISPOSAL SITES AND APPLICABLE AGENCY PERMITS. DEWATERING O -------------------- I , PROCESS SHALL CONFORM TO SECTION 205 OF THE ISPWC. --I-I yI.1 4. ALL TRENCHING AND PIPE INSTALLATION SHALL BE PER DETAIL 3, SHEET CD-1 .0 UNLESS (D Q cr) \ CONSTRUCT 134 LF OF 24" CLASS III - --- --- SPECIFIED OTHERWISE. z Z 00 \ II I RCP, SEE DETAIL 1 , SHEET CD-1 .0 h ~ Z CONSTRUCT 202 LF OF 24" OF CLASS II 5. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN PROPOSED �W NON-POTABLE WATER LINES AND ALL POTABLE WATER LINES. Z - SEE SHEET 4 � � III RCP, SEE DETAIL 1 , SHEET C.D.-1.0 INSTALL CLEAN OUT 2, �� SEE NOTE 6 I� O -- __________ 6. ALL PIPE CLEANOUTS SHALL BE SPECIFIED PER DETAIL 2, SHEET CD-1 .0 UNLESS O L m \ I + \ N: 717002.4430 - _ - - - - ------_---- --- �- SPECIFIED OTHERWISE. INSTALL CLEANOUT 1 PER \ \ - - ------ 4____ -- - - E�L � . 2449483.5533 _ _ DETAIL 5, SHEET CD-1 .0 w / \` I 7. ALL PIPE UNDER PROPOSED PRIVATE ROADS PRIVATE DRIVEWAYS AND PUBLIC ROADS INSTALL CLEAN OUT 4 PER > \ W SINDON LN PRIVATE N: 717000.6977 o - \ o ( ) \`\ A E: 2449617.7523 SHALL BE HYDROSTATICALLY TESTED PER ACHD STANDARD SPECIFICATIONS IN THE W DETAIL 5, SHEET CD 1 .0 0 � o - - _ �� - - _ - - - - - - PRESENCE OF THE ENGINEER OF RECORD PRIOR TO BACKFILL. N: 717006.4284 cm M - - + o 0) E: 2449174.3181 -- - - - - - - - - - - / 8. ALL GRAVITY IRRIGATION TRENCH BACKFILL SHALL BE TESTED BY AN INDEPENDENT Y \ r \ \ - _ \ TESTING FIRM. ALL RESULTS SHALL BE SUBMITTED TO THE OWNER AND ENGINEER FOR CONNECT TO SUBMISSION TO ACHD PRIOR TO THE PRECONSTRUCTION MEETING FOR THE PROPOSED o � � N c \� - - - - _ _ EXISTING 18 PIPE - - o � I I cal o Q CONSTRUCT 107 LF OF - - - - I - - - - - -_- - - - ZION PARK AVE. CDc0 4 6 0 24" CLASS 200, SDR 21 \ j Z Z 0 z Z Z N co �`� INSTALL CLEAN OUT 3, PVC, SEE DETAIL 4, , I 9. GRAVITY IRRIGATION PIPE OUTSIDE OF ACHD ROW TO BE CLASS III RCP AS REQUIRED BY Y Y J J Y Y ' ', \ � SEE NOTE 6 SHEET CD-1.0 NMID. Ly N \ \ N: 717003.7593 I > z z _ \ - - _ _--- —_- o °L E: 2449376.2674 U °�o _ w Q0 coO vv O wz � / a w 0 \ PROPOSED DRIVEWAY U z 0 w z 0 - a PROPOSED RIGHT-OF-WAY PROPOSED NMID U) � 10� EASEMENT BOUNDARY (TYP.) w > > Lo 0 o z U Idl c� N M � UC) CO O z c PRELIMINARY KELLOGG DRAIN DESIGN LL SCALE: 1" = 30' z 0 c c° o 2580 w Z Z z Y O O Q Fn w a N d U Q O O N N N CLEAN OUT 1 CD j 2575 STA 0+00.00 1 - RIM 2571 .77'0" w O � w TA 4+4 .47 J w 2570 '42- _ uJ Z Z O W — I R PO ED GRADE _ (n + O o Q 2565 W° < U (n� w / Z U z O "��=FRMQSED_14 MASS _ O m a z_ J 2560 J� / PRO OS D 4" CLASS III /� 6' o �'56,� z Z Q U J ��b 32° SL `s6 ' /�, ��h0� "'�� W (n — 0 � 0 3 % J W 0 4+45 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 SS\0 NA L FN a �F' \CENSF� KELLOGG DRAIN A-A' SHEET NO: 0 30 60 15461 o HORZ SCALE: 1" = 30' VERT SCALE: 1" =6' Feet � -2■ Know a#'s helo F. '�(� qT£ OF \oP���' DATE: cn all b olt you ft �T F NORR 05-05-25 J i Q) PAGE NO: 3OF5 GENERAL UTILITY NOTES z 1. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE ZD ZD CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES cn V � A, PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 0 ZD O \ FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY cl� LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL DIGLINE AT CD / / / / ,' � \VA i • 1-800-342-1585 A MINIMUM OF FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATING TO Lu REQUEST LOCATIONS OF UNDERGROUND UTILITIES. UNDERGROUND UTILITY LOCATION w AND VERIFICATION SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING UTILITIES \ \ \ MAY BE PRESENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF \\ \ V POTENTIAL CONFLICTS. THE DEPTH OF UTILITIES SHOWN ON THE PLANS ARE NOT KNOWN BUT ARE FOR GENERAL INFORMATIONAL PURPOSES ONLY. 00,10, 2. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED / / ✓\ , \, \\ .\ PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE. lo 3. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED TO FACILITATE THE CONSTRUCTION OF PROPOSED FACILITIES. GROUNDWATER LEVELS \ SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH AND STRUCTURE EXCAVATION DURING INSTALLATION. CONTRACTOR IS REQUIRED TO SECURE DEWATERING DISPOSAL SITES AND APPLICABLE AGENCY PERMITS. DEWATERING ' \ PROCESS SHALL CONFORM TO SECTION 205 OF THE ISPWC. 4. ALL TRENCHING AND PIPE INSTALLATION SHALL BE PER DETAIL 3, SHEET CD-1.0 UNLESS O � SPECIFIED OTHERWISE. INSTALL CLEAN OUT 6 PER \ ti� A �� �' (� Y o , DETAIL 5, SHEET CD-1 .0 �� ��A �'`, .� (� U M 5. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN PROPOSED O N:717327.0178 `. 'Q/� `; ,� �� O� / 00 NON-POTABLE WATER LINES AND ALL POTABLE WATER LINES. Z '\ E: 2449041 .1150 i \\ B' � Q � \ <� V �`� \� �y� �' 6. ALL PIPE CLEANOUTS SHALL BE SPECIFIED PER DETAIL 2, SHEET CD-1 .0 UNLESS L U m LI CONSTRUCT 141 LF OF 24" , SPECIFIED OTHERWISE. ZO — CLASS III RCP, SEE DETAIL V �� \\ �� �' /' U N coo 1, SHEET CD-1.0 \ \� ,� / 7. ALL PIPE UNDER PROPOSED PRIVATE ROADS, PRIVATE DRIVEWAYS, AND PUBLIC ROADS Z Lo �� SHALL BE HYDROSTATICALLY TESTED PER ACHD STANDARD SPECIFICATIONS IN THE CONNECT TO EXISTING \ PRESENCE OF THE ENGINEER OF RECORD PRIOR TO BACKFILL. Lu 0 18" PIPE / INSTALL CLEAN OUT 5 PER \ �� �/ U)w -9� DETAIL 5, SHEET CD 1 .0 \ / / 8. ALL GRAVITY IRRIGATION TRENCH BACKFILL SHALL BE TESTED BY AN INDEPENDENT o N: 717186.4448 TESTING FIRM. ALL RESULTS SHALL BE SUBMITTED TO THE OWNER AND ENGINEER FOR E: 2449040.1778 \ \ -- — / SUBMISSION TO ACHD PRIOR TO THE PRECONSTRUCTION MEETING FOR THE PROPOSED _ _ / / ZION PARK AVE. � N M LO � 9. GRAVITY IRRIGATION PIPE OUTSIDE OF ACHD ROW TO BE CLASS III RCP AS REQUIRED BY o (o 00 N u NMID. o CDN c Qo \ B SEE SHEET 3 � 4 4 Lo / Z Z 0 Z Z Z \ \ ' / / Y Y li LL y m N `�\\ �\\ O O / + 11L0 Lu �^ �v ��, , PROPOSED KELLOGG DRAIN w a D z �� \ J INSTALL CLEAN OUT 4 PER �, U, N ` \ \ \ —�— — — �— — — DETAIL 5, SHEET CD-1.0 w z J o L / \\ N: 717006.4284 CONSTRUCT 225 LF OF 24" CLASS III RCP, / E: 2449174.3181 0 0 o o � w SEE DETAIL 1 SHEET CD-1.0 / z o � w > D a� illo 0 y0 \ 70 U ` \ ` \l� _ �— \\ �� V�� Z N M � CO O \� ' \� � a) 01 PRELIMINARY KELLOGG DRAIN DESIGN U SCALE: 1" = 30' z O J LL Lu 0 w O Z Z Z w > C � 3: LD U 0� 0 2575 CLEAN OUT 6 + CLEAN OUT 4 a U N STA 8 08.55 RIM 2569.77' + STA 4+43.47 PRIWRIM 2568.88' 04 /n 2570 �j V — — — - - — - - — — _ — — - - — — — — — - - — — - - — — w 0 EX STI G RA E � LuJ Z 2565 w ~ Z V w z O W vo c) O 0 + Lu I- > Q � 2560 < ZO�RO OS D 41 CLASS II O 0 QZ o w Z — 255 = J W U w 8+108+00 7+50 7+00 6+50 6+00 5+50 5+00 4+504+45 NA(�N a �F' ��cENS KELLOGG DRAIN B-B' 15461 SHEET NO: Z HORZ SCALE: 1" = 30' VERT SCALE: 1" =6' o so NEF-1 _ Feet � O 2■ K110S1IR 161hatt bekm. OF��P��� DATE: �� ill dig. �T F. N0 05-05-25 J PAGE NO: 4OF5 EXTEND PIPE (1" TO 6" MAX.) J I INSIDE MANHOLE 7 U)i o0 ccf O DRAIN ROCK J LEGEND z > 11 /�%/�%��%/�%/�%// FILTER FABRIC 000NCRETE COLLAR IN PAVED STREET SECTIONS 4-011 W (MIRIFI 700X OR PIPE FROM INLETS PER SD-616. AND/OR TEE IN TYPICAL ROADWAY TYPICAL UNIMPROVED AREA W \/ EQUAL) MAIN LINE. O GRADE RINGS GROUTED WATERTIGHT IN PLACE, 6" TYP. \�� //\ I NOT TO EXCEED 18" FROM FINISHED SURFACE SECTION SECTION TO TOP OF CONE. o \\ PRECAST MONOLITHIC ECCENTRIC CONE SECTION. O (REBAR NOT SHOWN). / O RAMNEK OR APPROVED GASKETS AT ALL JOINTS. I— PLAN O PROPERLY ALIGN ALL INTERIOR JOINTS. TIII- I_ *SEE OSHA SECTION N.T.S. © PRECAST CONCRETE MANHOLE BARREL SECTION _ — 1926.650-652 PIPE SIZE VARIES (REBAR NOT SHOWN). II—II — O cl PRECAST GASKETED HUB RING OR RUBBER TRENCH BACKFILL. W GASKETED COLLAR. l0 9 8 ENSURE MATERIAL IS of O SURFACING TO MATCH FLUSH WITH EXISTING � O SURFACING (As SHOWN). = PROPERLY 0- 10' 0" O9 FRAME TO BE GROUTED TO GRADE RINGS. COMPACTED D I 1 LU 51011 5' 0" 24" DI 10 FRAME AND COVER PER SD-617. = I I Z J X X 1 11 MANHOLE STEPS. Q I I= 1 D z W I MIN - 00 ( ) SEE SD-501 FOR CAST IN PLACE MANHOLE 12 2 . SEE SD-501A FOR PREFABRICATED I � 4" � BASE - N BASE I I I I I 3 O o \// � I I—III—I I I > N vj / / / 4 O OPTIONAL PREFA PIPE BONNECDIONSNHOLEBBASE W WITH (n 6" I- p V O PIPE SIZE VARIES v 5 ENGINEERS APPROVAL, SEE SD-501A. ? LU —I (D O co 600 11 O 6 O MANHOLEPLACE , CAL DEGREES.LL ON SIDE OF O I I 1 GRAVITY LINE W z z III- o z o \ \ \ \ 48^ © FOR INLET PIPE DIAMETER, D, GREATER THAN 24", LU N J Q — /\//\//\ -613 OR SD-614. W m If�^I 6" (MIN) N OD MANHOLE FRAME REFER N TO DRAWING NO. SD-617. z S vJ } B. FRAME AND COVER SHALL BE FLUSH WITH O O OPEN JOINT _~ DRAIN ROCK , '. 2 SLOPE 0E PAVEMENT. U N m C. "STORM DRAIN" ON COVER. Lo (OMIT GASKET) ' ' s O WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER z FILTER FABRIC ........... RING OR GASKET COLLAR WHERE THE PIPE IS IN cHANNE�,WITH MANHOLE BASE AND/OR WATERTIGHT 12"12" PIPE OD 12" FOR NON-METALIC PIPE #12 W 4" TYPE 1 SECTION A-A SEAL. PIPE BEDDING XCOPPER INSULATED DIRECT I--- NOTES: BEDDING N.T.S. (n 1. FOR PIPE LENGTH LESS THAN 6' WRAP FULL LENGTH FO UISED WIITH EITHER°MANHOLE DESIGN. MAY BE 6" MIN. BURY TRACER WIRE, TYP W 2. FOR PIPE LENGTH LONGER THAN 6' WRAP 5' EACH SIDE OF JOINT 3 TYPICAL TRENCH SECTION 1 PIPE DRAIN OPEN JOINT CD-1-0 SCALE: NTS N N c, Lo Lo E cD-1.o STANDARD CONCRETE CATCH MANHOLE 00 o (o 00 N L6 o SCALE: NTS o o - - c� o Q 2 ACHD SUPPLEMENTAL SD-611 z z o z z z Y Y J J Y Y co U CD-1.0 SCALE: NTS 0 C) 5; z z U w O O oN w U 5; z Q U cn U) co w w O z of rn a O 0 O w a w Y #5 BARS AROUND HOLE z LU w 70 > in w w o N Z i 0 Q N co Lo CO O PAVEMENT SHALL BE PER APPROVED 4 #5 BARS EACH WAY z a) cn LENNON POINTE INFRASTRUCTURE PLANS EACH SIDE (LOOPED) 0 24" TYPICAL MANHOLE TOP VIEW LID PER ASTM A536 ° I — I 0= z o 0 0 0 > O — z z z U 0 z UNDISTURBED o Q U) w a 0 - w #5 BARS @8" O.C. _ a N w Ii 5/8" MINUS GRAVEL co Zw o } _ COMPACTED TO 95 Q N - IN ACCORDANCE w o co p - _ WITH ASTM D 698 HORZ. & VERT. BARS v - Q - #4 @ 12" O.C. Q - PIPE BEDDING PER LL.I cn - ISPWC AND COMPACTED Z J a - TO 95% IN ACCORDANCE BOX SECTION Z O WITH ASTM D 698 O — Q 0 0 0 = 6"TYP. CLASS 200, SDR 21 PVC 5' - 0 PIPE FOR ALL PUBLIC O Q 0 0 STREET CROSSINGS CDZ co J IL z Q I11 VERT. #4 BARS @ 12" O.C. J �' II wF:� 0 ' 8" MAX D 8" MAX BOTTOM SECTION SS\3NAL�N co �� �,\cENsfa 4 NMID TYPICAL STREET CROSSING �° o SHEET NO: o 15461 CD-1.0 SCALE: NTS 0 D ■O 5 CLEAN OUT VAULT LID Kno+ +n at � I' �G�TrE °F�RR�•`' DATE: CD-1.0 Call before you dig. P. N� 05-05-25 cn SCALE: NTS PAGE NO: 50F5