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HomeMy WebLinkAboutHPSC0451 1 S` a ��`. fd 1 9 11 r I ¢ s, il F � -. .,, :i. .7i 15' k 4 30 �P ���ID b © 2' PAVED ROAD SURFACE o' Ii I �4 I cn 0 2' CRUSHED ROCK SUB-GRADE �,�� , ------� --...__ � I -----� �� 03 6' PIT-RUN w �� — __ ��I � — — -- __ __ �.r r - 4 2% � - DEPTH OF EXCAVATIDN MAY r N��) F. BE GREATER BASED ON SOIL Jet EX � 1��IG � � i i 4 ( CONDITIONS ALSO SEE NOTEi S� 4 BELOW, �r I M M 6' DIP w EX, CB #1136 YPE1 �. �� LOCATION OF RAMP AND '� � co Aye>? — ss — A — — RIM FI FV =12J,7 ` 3j" r. TAT c� D 7-� �I INV. ELEV,=124,85' 00•°�� ' �t ^�" DRIVEWAY TO BE DETERMINED W 4 T H STREET ✓ R I V E W A Y S E C T I _ N 3 - 3 [, %4 VV J 1 L lJ PLACE NEW 12' INVERT ELEV,=124,85' � IIII41: — IN THE FIELD WITH °' " ENGINEERING OF RECORD AND SCALE: \ONE 15' "r}Z`; cg EX. ST'DEWA K �i 1 �fr EU1URE — CITY PROJECT MANAGER OR PW "�I as ns ®.. ,LAN INSPECTOR, NEW CURB, , c, AnneCO DS E — �; � ROAD GUTTER & SIDEWALK WILL BE 1Q 3' PAVED ROAD SURFACE a o ,......P4 r y —�„ — — N FIRE ACC /f 1 ACCESS REQUIRED EX. (PEP-SD- ACCROSS ENTRY, 2 2' CRUSHED ROCK SUB-GRADE • 9 -- Y�/, STAIR 140 N w ; is (© 6' PIT-RUN / g %4 fy ►—I Q CQ \/� .'D ' 1 .�!- RIM_ ELEV,=133,31' v:1'� , z 2 . } [ Pg o, I \ _/' �0� \ ._ INV _ELEV,=FIELD ��� .14� 4 PROPOSED HOUSE \ ' DETERMINE N- x w l BOTTOM FLOOR �� `� . " EX, 1z SD INLET 1 d �' - x .3__ _ -_, \\� H 6' PVC SD ELEV.=135,70' c, 00 w � 5 _ ,__ _ 'NEW r I R TO EJ(I T, SIDE x x v -UPP COURT - - = RI7 AVE \ UE 3RIVEWAY SECTICI \ A — A w o DRIVWAY' �AD BARD — 145 2 (PEP SD �,.� t J .. _- � � � EGE \ � SCALEI NONE �, �. 1 _' LOPE fir, A ELEV =59,5 A 40 �(� - -, 30'_ . ► ]IION A—A�_,?- ASPHALT SECTION NOTES FL Q i n 3 w56� FENCE —X x (SECTION 5-05 AND SECTION 9 OF THE CURENT PLANS AND SPECIFICATIONS FOR ROAD 44 —.. — CB TYPt_1 ; v -.. IDGE AND M 1 � _ / / J Q .� BR UNICIPAL CONSTRUCTION. (s, — � H GAS --- t I 160 a ° RIM ELEV.=15 .:'\� --N� --- L7 "l (�1 3" CLASS B ASPHALT CONFORMING TO SECTION 5-04 OF THE CURRENT STANDARD L / -�, 8 ro o.t DUND UGP M OF 92% RICE ALT DSHALITY. WHERE L BE SAW CUTO FULLr' ______ Y ;- ' ' o / r\' o , r I POWER SEALED WITHEISTING ASPHALT,MINIMUM El N PAVING. ALL SURFACE JOINTS SHALL l SPECIFICATIONS, COMPACTED TO I _ _ ASPHALT ABUTS E DEPTH AND TACK COATED IMMEDIATELY WORN N L_ �' SANITARYAR-4000 OR EQUAL. F t4 J/ BE _._ SEWER9-03.9(3) -170- AROUND - �' I- "--- O STORM (� 2" CRUSHED SURFACING SPECIFICATIONS, COMPACTED CONFORMO MINIMUM OF 95 03)M�IMGM II ' THE CURRENT �_.i _ -. r,n DENSITY IN ACCORDANCE WITH ASTM D-1557 TESTING. SEWER — — — — — \- ) — 22' q�,-9* I WATER © 6" GRAVEL BALLAST PER SECTION 9-03.9 (1) OF THE CURRENT STANDARD SPECIFICATIONS j r MAIN COMPACTED TO A MINIMUM N 95% MAXIMUM DENSITY PER ASTM D-1557 TESTING. I i s , / PERCENTAGE PASSING THE #200 SIEVE SHALL NOT EXCEED 5%. SS MH C T J� [, [, T ]� �/�� �5 1A iDE GRAVEL // EX. CO Co ��T 4Tu IJ111l 'il 'i1 ROW / PV n OTHER YY 1 1 THE EXCAVATED SUBGRADE SHALL BE FREE OF TOPSOIL, ORGANICS, AND OT E CM Co ACCESS PAD T� MH > #U 209 cSDCBorn o INV, 5,05' SSCD DELETERIOUS MATERIAL, COMPACTED TO A MINIMUM OF 95% MAXIMUM DENSITY IN — _ — — TOP d/ 25 'USHED ROCK J ( SSMH O ACCORDANCE WITH ASTM D-1557 TESTING PREPARED CONFORMING TO SECTION ap S. 2-06.3(1) OF THE CURRENT STANDARD SPECIFICATIONS. O� / — INSTALL CLAY PLUG , TV T SS (AROUND END OF PIPE WFH2 !� © 5' WIDE X 4" THICK CONCRETE SIDEWALK. w for/ { r \ 'AND PROVIDE QUARRY 5" WIDE X 6" THICK CON(. SIDEWALK AT DRIVEWAYS. S 1 I E P ' A I \ Q�I SPACES TO PREVENT' WMET ® PER CITY STANDARDS. Q.:.) J/ SCALE: ( a PIPE FLOAT O rn .r,"' N S l A L f-: l =3 0' (� / GEO TEXTILE FABRIC MY BE REQUIRED DURING CONSTRUCTION. ➢EPENDANT ON CURRENT SOIL CONDITIONS �„� ( • ` ' & WEATHER. GEO-TEXTILE FABRIC SHALL MEET WSDOT SPECIFICATIONS 9-33 CONSTRUCTION GEOTE?TILE •^� c l�S • 40 cLi 4� GRAPHIC SCAT,( SHALL ALSO MEET THE WSDOT QUALITY PRODUCTS LIST. ) C/D E I rE p O 11%!SW1.5611111.111111111PW° 0 I5 ?�y SC j2n VOALIGNMENT: B 0 Elevation displayed at 1X scale. I--- o D o oLoinft czcr7A--- �.� 175.00 N > ( IN FEET ) . r� __ ---- — - — .__ 1 inch = 30 fT,. N 150.00 — 11111164.- NEW DRIVEWAY GRADE N N�t- > �� f C �0b0'� on>< t — auoiv j i - — A —_ --. _ 145 LK 12 (PEP o �_ n j SLOPE 20% � .. in N — — — — - - ___ _-- �; �� STO M CATCH BASIN o 125.00 _ INLET PROTECTION PER f3 CD o M g 6' DIP \,, EX, CB #1736 TYPE( E6 � tr"'a cep M °° ^ m MNI- o o od a; _ �� (�� ... 'ZJTND PLAN I-7 N r — NV. �EI�EV,, 24, . ` `i.r` � oari moV BED PLACF,'.d ri o 0 0 c M u7 0 o in ro N N N EX. -SIDEWALK 0A/% � yi 1 J s A SCn�: _CT1 �TT1C y�, asr- — ■ '� � AD ACCESS DRIVEWAY PROFILE - — ec � _� T , !'�y, i Zvi Ao E. FIRE ACCE Ex, 12" cPEP SD I113 /� CONST ZUCTION ENTRANCE SCALE: 1ff=30'/ 1"=30' VERTICAL S- STAIR '.4 / E r 140 (3 . S!T5TPLAN I-14 PROPOSED HOUSE crn BOTTOM FLOOR E 12" SD INI_f,:T H d ) I EROSION CONTROL NOTES l \.. ELEv, 150,0 ti 1 A. A Certified Erosion and Sediment Control Supervisor Is required. The ESC Supervisor must have attended mad Erosion and Sediment Control NEW UPP�R FLI class within 3-years from today's date. Must provide certification card. I ' 'tsa----- I 3> B, The Certified Erosion and Sediment Control Supervisor will oversee and be responsible for all erosion corr}rot The facilities shall be COURT ELEV,=16(,� r--4 Inspected daily and maintained to ensure proper functioning, Written records shall be kept of weekly reviews and after every significant YARD E3 r TO:OC+lstorm event of the ESC facilities during the wet season (October 1 to April 30), Monthly reviews during thr' dry season (May 1 to September c__ / �- p I{ € 30), Written records shall be turned into the Project Manager or Inspector on a weekly basis at the weeny scheduled project meetings, lbo- A E IIFC, Erosion control shall be In place per the approved set of plans prior to any construction start. SAG - cy ` 1 — ' I -- PU3LIC W _ R < S # 07 — � 18 — DEV FitOR - \ . 0 D. The erosion control shall be Inspected once a day and modified to meet the surrounding conditions as n' ded. I ELEV,= o '}'� E, Provide a sign displaying a 24-hour contact number and name of the ESC Supervisor, The letter size shal be a minimum of 2' letters. This - 160� _ / - "^-I This plan sheet is approved for construction in accordance with the P—•� shall be In place prior to construction structlon start, Remember, the look of the sign will be a reflection of the Contractor and Developer and X } o City of Anaortes ordinances and policies. Actual conformance of the r p / design with applicable laws is the sole responsibility of the , 1il Development, \� ' F. The storm drain system and existing ditches shall be cleaned daily (Section 7 07,3), All drainage systems {hall be cleaned to the ,,-� - professional ^ng'neer, whose name and stamp appear on this sheet. 1 1 LfRN ---'''':.4, Acquiring, complying with, and providing mitigation for all Federal, SHEET N0. , acceptance of the City of Anacortes prior to acceptance of the project. -I - Ir� State, County, and Local Laws, permits, and mandates, including but G, Stabilized construction entrances and roads shall be Installed at the beginning of construction and maintained during the duration of the AROUND i� ICE t� not limited to the Endangered Species Act, Federal Wetland Permit, (� project. Additional measures may be required such as wash pads to ensure that all paved areas are kept dean. No mud Is allowed to enter fjo `` P y 1 onto City streets, — _ State De artnent of Fisheries Hydraulics Permit, Federal Flood Plain lJ 'Cr`` Permits, National Pollutant Discharge Elimination System Permits is the responsibility of the Developer, Landowner, and their Engineer. tir ln H, Any soils exposed that will not be disturbed for two (2) days during the wet season or seven (7) days n the dry season shall be ROW � "�\.:N4.10.,7)(5/, The issuance of this permit shall not be construed as proof of REV.: A Immediately stabilized with the approved ESC methods (seeding, mulching, plastic covering, etc. TH STREET �- °i O {'V •,' I �, HER/ compliance vith applicable laws and permit requirements. I. Two (2) weeks prior to the beginning of the wet season (October 1), all disturbed areas shall be reviewei to identify which ones can beIV 1�oa wnsy tic � �� � JOB NO: 615 seeded In preparation for the winter rains, Disturbed areas shall be seeded within one (1) week of the begnning of the wet season, A ORANGE CONSTRUCTION FENCEyP �,�g� i .�E d_'_ .-1.25.0-, i DATE: July 3, 2007 I sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the Project Manager. The Project _ (\/\ } I Manager can require seeding in additional areas In order to protect surface waters, adjacent properties ar drainage facilities, — — < #1 jr CITY DATE .' SCALE: I"=2o' J. Penalties for an Erosion Control violation are subject to a $300 to $1000 fine under Chapter 17.66 - Penalties for Violation. Each day is - _ U-' , / ' I 1 i1 ,0y The approval will expire one year from the date f considered a different violation. E R E S I _ N C — N T R D L PLAN R c780 �e / Z r/H noted above. A DRAWN: D. HERRIGSTAD CHECK: D. HERRIGSTAD BB. All temporary erosion and sediment control BMP's shall be removed within 30 days after final site stablization Is achieved or after the �� SS/ONALC-N temporary EMP's are no longer needed, Trapped sediment shall be removed or stabilized on site. Disturbe6 soil areas resulting from removal SCALE: 1 =30r shall be permanently stabilized, EXPIRES 6/02/09 Revision A , July 3 2 0 0 7 I I � SHEET