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<br /> GENERAL NOTES
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<br /> / 1. TOPOGRAPHIC INFORMATION SHOWN PROVIDED BY HAWKINS AND ASSOCIATES ENGINEERING, =3,a meF ,%a£(¢x% me nl:ll Iv.v
<br /> 7 FS} / DATED SEPTEMBER 2015. t g
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<br /> N SDMH / / 2. BEST MANAGEMENT PRACTICES(BMP'S)SOURCE CONTROL MEASURES: . ,v=:;;= <i R viii j ,mi!I°I
<br /> 32,84 FS 5C-11 SPILL PREVENTION,CONTROL AND CLEANUP; ,.l =@1�° III""°.°'°:.:.
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<br /> 27.39 SD INV SOUTH / ,.:_. ;... i", ;seeILIjG ;p
<br /> 27,29 SD INV WEST SC-20 VEHICLE AND EQUIPMENT FUELING; ;-iM'° g V�° "iL.!Efl_1"-u M ; l=v;
<br /> / SC-42 BUILDING REPAIR AND CONSTRUCTION; ;. ;-:ama�IlvlleE::asg@; �M�1 l ;=.
<br /> . / SC-43 PARKINGISTORAGE AREA MAINTENANCE. °1-1o: I°Iee$Iiei ele°.... 3 s =im ''=is
<br /> /
<br /> �Q3JaI,l /1O 3. INSPECTION AND MAINTENANCE INFORMATION ON THE POST-CONSTRUCTION TREATMENT CONTROL e n g i n e e r in g
<br /> `��' S� MEASURES SHALL BE PROVIDED TO PUBLIC WORKS PRIOR TO BUILDING PERMIT ISSUANCE.
<br /> (32.47 FS / / 4� / . flB & ASSoGIafe-S, LtJ.
<br /> } / _16/
<br /> (32.99 FS) � D� GRADING PLAN NOTES $67 Pacific street,Suite 120
<br /> �.� r'' � / 5 San Luis Obispo, CA 93401
<br /> i CSO ph 805.540.5240
<br /> o / 4"PERFORATED
<br /> fax 805.540.5241
<br /> �° PVC SD A 1. ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE www.LHBassoc.com
<br /> ° / UTILITIES AND PUBLIC WORKS DEPARTMENT SHALL COMPLY WITH THE MOST CURRENT EDITION
<br /> / 31. TG OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATIONS.
<br /> � 32.39 TC �'
<br /> w::.,,:.:r:>�.>., SV n / 31.89 FL / 1' 59 I 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ITEMS SHOWN ON THE PLANS.
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<br /> uu;;;€,,,,-",v1 r@IMM...- 3. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE CITY.CONTACT THE
<br /> �::.. /
<br /> .alive STORM DRAIN CURB - 6"POP-UP PUBLIC WORKS INSPECTION DEPARTMENT WITH AT LEAST 2 WORKING DAYS NOTICE FOR ANY a����( 5 $EI
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<br /> I- Y.-,,@fie@.ee.�:e:e°e.d:�L4'69i T ARN�
<br /> @Nu°i INLET T�E 1 PER CITY EMITTER WITH REQUIRED ENCROACHMENT PERMIT INSPECTION OR FINAL INSPECTION. CONSTRUCTION DONE d
<br /> CAP PER CITY CAP PER CITY '"' '"` p,,,,\ (32.33 FS) OF MAWECA STANDARD 32.59 BW ,' OPEN BOTTOM WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY MAY BE REJECTED AND WILL BE - p -Z
<br /> STANDARDS STANDARDS / / DETAIL D-4 O_ �' DONE AT THE CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE.ION L af No. 78916 �
<br /> y j 31,09 BOT 4. THE CITY INSPECTOR,ACTING ON BEHALF OF THE CITY MAY REQUIRE REVISIONS IN THE PLANS TO * exp. 03!18 *
<br /> Q v 3NO TG I r'= SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD. ALL REVISIONS SHALL BE �
<br /> 27.98 INV NORTH . �� tt } SUBJECT TO THE APPROVAL OF THE ENGINEER-OF-RECORD. y ClVll. ���
<br /> . `��,8°(' 28.08 INV SOUTH C� ���� TF p 1FO
<br /> o / OVERFLOW RISER WITH GRATE 5, A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY F CAS
<br /> 32 02 FL " �� CHRISTY V12 12"x 12"DRAIN BOX OR WETHIN CITY EASEMENTS FOR CONNECTIONS TO PUBLIC UTILITIES. WORK REQUIRING AN
<br /> ENCROACHMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER,
<br /> _k -
<br /> - 1,59 TG ,' -SET TOP OF GRATE 6"ABOVE FINISH SEWER,AND FIRE SERVICE LATERALS,CURB, GUTTER, AND SIDEWALK, DRIVEWAY APPROACHES,
<br /> N SDMH (32.56 FS) 28,59 INV ,11' �' GRADE ABOVE LOW POINT 1p o� SIDEWALK UNDER DRAINS, STORM DRAIN IMPROVEMENTS, STREET TREE PLANTING OR PRUNING,
<br /> 27.39 SD INV EAST � 1� " �`
<br /> CURB RAMPS, STREET PAVING,AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN CONSULTANTS
<br /> 27.39 SD INV NORTH oo° �' TRASH 33.37 TG o `
<br /> Cg* O THE RIGHT-OF�-WAY
<br /> 27.29 SD INV SOUTH '' ��of° r ENCLOSURE 32.87 FS ° cso
<br /> 31.67 33.32 TC 6. A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE
<br /> 32,35 FS RIGHT-OF-WAY AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN.
<br /> 28591 a 6"POP-UP 32.82 FS X
<br /> (32.78 FS) � STALL GRAVEL EMITTER WITH 7. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PLACEMENT OF SAFETY DEVICES SUCH AS
<br /> 9�}D OUTFALL AT OPEN ,,\0 U")
<br /> A OPEN BOTTOM � FENCING, BARRICADES, SAFETY TAPE, ETC.,AND SHALL FOLLOW ALL APPLICABLE INDUSTRIAL
<br /> O� END OF TRENCH rV SAFETY REGULATIONS. THE CITY AND ITS OFFICIALS, THE ENGINEER,AND THE OWNER SHALL
<br /> DRAIN NOT BE RESPONSIBLE FOR ENFORCING SAFETY REGULATIONS.
<br /> / ' - 0.50% 8. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL
<br /> / 32.34 FL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS DESTROYED
<br /> / 32.42 F5 GRAVEL 33.14 TC BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE LAND SURVEYOR'S
<br /> 11
<br /> / 0�O 8"TRENCH DRAIN WITH OUTFALL AT 32.61 FS 32.64 FS
<br /> ACT AT THE CONTRACTOR'S OWN EXPENSE.
<br /> ��'a '\Z� HEEL PROOF GRATE CURB SLOT 33.00 TG
<br /> / \0 � c�Z°I° --ACO OR APPROVED -TYPICAL 28,76 INV NORTH 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT
<br /> fit` � EQUAL 31.20 INV SOUTH "UNDERGROUND SERVICE ALERT U.S.A."TOLL FREE AT 1-800-227-2600 FORTY-EIGHT(48)HOURS
<br /> / ° '\3 STORM DRAIN INLET PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER,TELEPHONE, OIL AND NATURAL
<br /> E / ;: ( 18"W SLOT IN GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE
<br /> {t r CURB AT 10'd.C. NEW WITH GRATE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V.,WATER, SEWER, DRAINAGE OR
<br /> CONCRETE -SET TOP OF GRATE 2" UNDERGROUND FACILITIES.
<br /> / 32.67 FS DRIVE SLAB ABOVE FINISH GRADE
<br /> / -OLDCASTLE PRECAST 10. THESE PLANS DO NOT AUTHORIZE SITE DISTURBANCE BEYOND THE LIMITS OF GRADING SHOWN.
<br /> / OI° TAPER CURB D"6"IN 3'
<br /> p°� STORM DRAIN � -TYPICAL BOTH SIDES m 18"x 18" o OBTAIN NECESSARY PERMITS TO GRADE ELSEWHERE.
<br /> / CLEANOUT 04g o CO� LINE OF CANOPY o k 11. OBTAIN WRITTEN PERMISSION TO ENTER UPON ADJOINING PROPERTY IF NECESSARY TO GRADE
<br /> : I /
<br /> OVERFLOW RISER WITH GRATE o A80VE 33.31 TC PRIOR TO CONSTRUCTION. THE CITY ENGINEER DOES NOT AUTHORIZE ENTRY PER THESE
<br /> (33.46 FS) / -CHRISTY V12 12"x 12"DRAIN BOX 4" PERFORATED ' v 32.81 FS 32.81 IFS APPROVED PLANS. REVISIONS
<br /> SET TOP OF GRATE 6"ABOVE FINISH ' GRADE BREAK 0%b
<br /> / GRADE ABOVE LOW POI PVC 5D /
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