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HomeMy WebLinkAboutSTECKLER 03 C2 Precise Grading Plan NEWPORT BEACH FLAN NOTES PUBLIC WORKS DEMO NOTES M GENERAL GRADING SPECIFICATIONS 1. ALL ROOF DRAINAGE SHALL BE COLLECTED DEPARTMENT NOTES 1. ALL DEBRIS SHALL BE WET AT TIME OF HANDLING z TO PREVENT DUST. O BY RAIN GUTTERS VIA DOWNSPOUTS AND Z GENERAL UNDERGROUND PIPES. 1. PRIOR TO PERFORMING ANY WORK IN THE 2. SEWER LINE SHALL BE GAPPED. 1, ALL WORK SHALL CONFORM TO CHAPTER 15 OF 3. BETWEEN OCTOBER 15 AND MAY 15,ER05ION 7. ANY EXI5TIN6 IRRIGATION OR CISTERNS SHALL BE 15. NOTIFICATION OF NONCOMPLIANCE:IF, IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT � THE NEWPORT BEACH MUNICIPAL CODE(NBMG). CONTROL MEASURES SHALL BE IN PLACE AT THE REMOVED OR CRUSHED IN PLACE AND BACK- COURSE OF FULFILLING THEIR RE5PON51BILITY, 2. CONCRETE FLOOR SLABS SHALL BE UNDER- PERMIT MUST BE OBTAINED FROM THE 3. ALL BASEMENT FILLS SHALL BE GLEAN AND W �' THE PROJECT SOILS REPORT AND SPECIAL END OF EACH WORKING DAY WHENEVER THE FILLED AND APPROVED BY THE SOILS ENGINEER. THE CIVIL EN6INEER,THE BOILS ENGINEER,THE LAIN WITH 4" CAPILLARY BREAK -4"OF UNIFORM. ~ U N Z REQUIREMENTS OF THE PERMIT. FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30%. ENGINEERING GEOLOGIST,OR THE TESTING FAGIL- PUBLIC WORK5 DEPARTMENT. u 8. THE EN6INEERIN6 6EOLO6I5T AND SOILS EN61N- GRAVEL OR CRUSHED STONE. Z = 0 2. DUST SHALL BE CONTROLLED BY WATERING DURIN6 THE REMAINDER OF THE YEAR,THEY EER SHALL,AFTER CLEARING AND PRIOR TO THE ITY FINDS THAT THE WORK 15 NOT BEIN6 DONE IN 4. STREETS AND SIDEWALKS ARE TO REMAIN GLEAN r 1 AND/OR DUST PALLIATIVE. SHALL BE IN PLACE AT THE END OF THE DAY PLACEMENT OF FILL IN CANYONS, INSPECT EACH THE 015 REMAN WITH APPROVED GRADING PLANS, 2. A PUBLIC WORK5 DEPARTMENT ENCROACH- AND FREE OF ANY OBSTRUCTIONS. U U � WHENEVER THE DAILY RAINFALL PROBABILITY THE DISCREPANCIES SHALL BE REPORTED Z 3. SANITARY FACILITIES SHALL BE MAINTAINED ON o CANYON FOR AREAS OF ADVERSE STABILITY AND MENT PERMIT INSPECTION I5 REQUIRED � m � < THE 51TE DURING THE CONSTRUCTION PERIOD. 4. TEMPORARY/DE5ILTIN6 BASINS,WHEN REQUIRED, DREMAGGUMULATION OF OBORRFOB�IBWIALITKOF IMMEDIATELY TO THE PERSON IN CHARGE OF THE BUILDING DIVISION BEFORE THE BUILDING DEPARTMENT PERMIT 5. EROSION CONTROL DEVICES SHALL BE AVAILABLE Z 0 z GRADING WORK AND TO THE CITY GRADING ON-BITE BETWEEN OCTOBER 15 AND MAY 15. 4. WORK HOURS ARE LIMITED FROM'7:00 AM TO SHALL BE INSTALLED AND MAINTAINED FOR THE OR 5PRIN6 FLOW. IF NEEDED,DRAINS WILL BE ENGINEER.RECOMMENDATIONS FOR CORRECTIVE FINAL CAN BE 155UED.AT THE TIME OF u O 6:30 PM MONDAY THROU6H FRIDAY;5:00 AM TO DURATION OF THE PROJECT. DESIGNED AND CONSTRUCTED PRIOR TO THE MEASURES, IF NECESSARY,SHALL BE SUBMITTED NOTES PUBLIC WORK5 DEPARTMENT INSPECTION, IF 6. BETWEEN OCTOBER 15 AND MAY 15,EROSION 6:00 PM SATURDAYS;AND NO WORK ON SUNDAYS PLACEMENT RESPECTIVE CANYON. TO THE BUILDING DEPARTMENT FOR APPROVAL. CONTROL MEASURES SHALL BE IN PLACE AT THE Z w Z ANY OF THE EXISTING PUBLIC WORK5 0 < R HOLIDAYS PER SECTION - T RINSPECTIONSEND OF EACH WORKING DAY WHENEVER THE FIVE O HOL DA 5 E SECT O 10 28 OF HE NBMG. REQUI ED DOCUMENTATION ^i Z 5. NOISE,EXCAVATION,DELIVERY AND REMOVAL 1. APRE-GRADING MEETING SHALL BE SCHEDULED q• THE EXACT LOCATION OF THE 5UBDRAIN5 SHALL 1. SURVEYOR TO FILE A CORNER RECORD OR IMPROVEMENT5 5URROUNDIN6 THE 51TE I5 DAY PROBABILITY OF RAIN EXGED5 30%.DURIN6 N SHALL EX CONTROLLED PER SECTION 10-28 OF 48 HOURS PRIOR E START OF GRADING WITH BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 1. AN A5-BUILT PLAN SHALL BE PREPARED BY THE RECORD OF SURVEY WITH OFFICE OF DAMAGED, NEW CONCRETE SIDEWALK, CURB THE REMAINDER OF THE YEAR,THEY SHALL BE IN 10. ALL TRENCH BAGKFILL5 SHALL BE COMPACTED CIVIL EN61NEFR INGLUDIN6 ORIGINAL 6ROUND PLACE AT THE END OF THE WORKING DAY, THE NBMG. THE FOLLOWING PERSONS PRESENT:OWNER, o SURFACE ELEVATIONS,A5-GRADED GROUND COUNTY SURVEYOR. EVIDENCE OF FILING AND GUTTER, AND ALLY/STREET PAVEMENT GRADING CONTRACTOR,DE5I6N CIVIL ENGINEER, TO A MINIMUM OF 90/o RELATIVE COMPACTION WHENEVER THE DAILY RAINFALL PROBABILITY b. THE STAMPED SET OF APPROVED PLANS SHALL AND APPROVED BY THE SOILS ENGINEER.THE SURFACE ELEVATIONS,LOT DRAINA6E PATTERNS SHALL BE SUBMITTED TO BUILDING IN5PEC- WILL BE REQUIRED.ADDITIONALLY, IF EXIST- EXCEEDS 50%. BE ON THE BITE AT ALL TIMES. SOILS ENGINEER,CITY GRADING ENGINEER OR BUILDING DEPARTMENT MAY REQUIRE GORING OF AND LOCATIONS AND ELEVATIONS OF ALL BUR- TOR PRIOR TO FOUNDATION INSPECTION. ING UTILITIES INFRASTRUCTURE ARE DEEMED T PERMITTEE AND CONTRACTOR ARE RESPONSIBLE THEIR REPRESENTATIVE.REQUIRED FIELD INSPEG-TIONS WILL BE OUTLINED AT THE MEETING. CONCRETE FLATWORK PLACED OVER UNTESTED FACE AND SUBSURFACE DRAINA6E FACILITIES. SUBSTANDARD, A NEW 1-INCH WATER T TEMPORARY DE5ILTIN6 BASINS,WHEN REQUIRED, V P NGINEER SHALL PROVIDE WRITTEN FOR LOCATING AND PROTECTING UTILITIES. BAGKFILL5 TO FACILITATE TESTING. THE CIVIL E 2. ISSUANCE OF A BUILDING PERMIT BY THE SHALL BE INSTALLED AND MAINTAINED FOR THE 2, A PRE-PAVIN6 MEETIN6 SHALL BE 5CHE12ULED APPROVAL THAT THE WORK WA5 DONE IN SERVICE, WATER METER BOX, SEWER DURATION OF THE PROJECT. 8. APPROVED DRAINAGE PROVISIONS AND PRO- 48 HOURS PRIOR TO START OF PAVING WITH 11. THE STOCKPILE OF EXCESS MATERIALS SHALL BE ACCORDANCE WITH THE FINAL APPROVED 6RAD- CITY OF NEWPORT BEACH DOES NOT LATERAL AND/OR GLEANOUT WITH BOX AND TEGTIVE MEASURES MUST BE USED TO PROTECT THE FOLLOWING PERSONS PRESENT:OWNER, APPROVED BY THE BUILDING DIVISION. IN6 PLAN AND STATE THE NUMBER OF YARDS OF RELIEVE APPLICANTS OF THE LEGAL LID WILL BE REQUIRED. 100%OF THE COST 8. 51TE TO BE FENCED AT A HEIGHT BETWEEN 72" OPERATION PROPERTIES DURING GRADING PAVIN6 CONTRACTOR,DE516N CIVIL ENGINEER, 12. LAN05CAPIN6 OF ALL SLOPES SHALL BE IN GUT AND/OR FILL MOVED DURING THE OPERATION. REQUIREMENTS TO OBSERVE COVENANTS, SHALL BE BORNE BY THE PROPERTY OWNER AND 64"U51N6 CHAIN LINK OVERLAID ON THE q. OPERATCESSPOION. AND SEPTIC TANKS SHALL BE ABAN- SOIL REPINEER, AITY E RADIREOU6RFEEN 6IIE DRI OR ACCORDANCE WITH CHAPTER 15 OF THE NBMG. 2. A SOILS 6RADIN6 REPORT PREPARED BY THE CONDITIONS AND RESTRICTIONS WHICH MAY (MUNICIPAL CODES 14.24.020 AND EXTERIOR WITH AN OPAQUE VINYL FENCE. DONED IN COMPLIANCE WITH THE UNIFORM TION5 WILL BE OUTLINED AT THE MEETIN6. 13. ALL GUT SLOPES SHALL BE IN BY AN BOTH 501L5 ENGINEER, INGLUDIN6 LOCATIONS AND BE RECORDED AGAINST THE PROPERTY OR 14.05.030).5AID DETERMINATION AND THE DURING AND AFTER GRADING BY AN ENGINEERING ELEVATIONS OF FIELD DENSITY TESTS.SUMMARIES PLUMBIN6 CODE AND APPROVED BY THE GEOLOGIST TO DETERMINE IF ANY STABILITY OF FIELD AND LABORATORY RESULTS AND OTHER TO OBTAIN PLANS.YOU SHOULD CONTACT EXTENT OF THE REPAIR WORK SHALL BE BUILDING OFFICIAL, GRADING FILLS AND GUTS PROBLEMS EXIST.SHOULD EXCAVATION 0I5- SUBSTANTIATED DATA AND COMMENTS ON ANY COMMUNITY A55OCIATION5 PRIOR TO 10. HAUL ROUTES FOR IMPORT AND EXPORT OF 1. GRADED SLOPES SHALL BE NO STEEPER THAN CL05E ANY 6EOL0610AL HAZARDS OR POTEN- CHAN6E5 MADE DURIN6 6RADIN6 AND THEIR MADE I THE TOR.DISCRETION OF THE PUBLIC 2 HORIZONTAL TO 1 VERTICAL, COMMENCEMENT OF ANY CONSTRUCTION WORKS INSPECTOR. SEA ARC MATERIALS SHALL BE APPROVED BY THE CITY TIAL GEOLOGICAL HAZARDS,THE ENGINEERING EFFECT ON THE RECOMMENDATIONS MADE IN THE AUTHORIZED BY TH15 PERMIT. C,F'N HA y�T TRAFFIC ENGINEER AND PROCEDURES SHALL 2, FILL SLOPES SHALL BE COMPACTED TO NO LE55 6EOL0615T SHALL RECOMMEND AND SUBMIT SOILS EN6INEERIN6 INVE5TI6ATION REPORT.THE �N RQj FC CONFORM TO CHAP. 15 OF THE NBMG. THAN 110 PERCENT RELATIVE COMPACTION OUT TREATMENT TO THE BUILDING DIVI510N FOR BOILS ENGINEER SHALL PROVIDE WRITTEN 3. ALL WORK RELATED TO WATER IN THE PUBLIC 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY TO THE FIN15H SURFACE. APPROVAL, APPROVAL FOR THE INTENDED USE AND C.OM- RIGHT-OF-WAY SHALL BE PERFORMED BY A FROM ALL BUILDINC75 AND SLOPE AREAS. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT 14. WHERE SUPPORT AND BUTTRE551N6 OF OUT AND PLETION OF WORK IN ACCORDANCE WITH THE GRADING C-34 LICENSED PIPELINE CONTRACTOR OR No. C 6947 12. FAILURE TO REQUEST IN5PEGTION5 AND/OR HAVE TO A MINIMUM OF°IO PERCENT RELATIVE GOMPAC- NATURAL SLOPES 15 DETERMINED NECESSARY BY JOB SPECIFICATIONS. yt TION A5 DETERMINED BY A5TM TEST METHOD THE EN6INEERIN6 6EOLO615T AND SOILS EN61N- 3. A 6EOLO61C 6RADIN6 REPORT PREPARED BY AN "A" LICENSED GENERAL ENGINEERING REMOVABLE EROSION CONTROL DEVICES RESULT 155'7,AND APPROVED BY THE SOILS ENGINEER. EER,THE SOILS ENGINEER SHALL OBTAIN THE ENGINEERING 6EOLO615T, INGLUDIN6 A FINAL OVER-EXCAVATION CONTRACTOR. /A �0) SITE AT THE APPROPRIATE TIMES SHALL RESULT T FN. 1 � IN A'5TOP WORK'ORDER. COMPACTION TESTS SHALL BE PERFORMED APPROVAL OF DE516N, LOCATION AND CALCULA- DESCRIPTION OF THE GEOLOGY OF THE 51TE, qTF 5-3 'N APPROXIMATELY EVERY TWO FEET IN VERTICAL TIDNS FROM THE BUILDING DIVISION PRIOR TO INGLUDIN6 ANY NEW INFORMATION DI5GL05ED CONSTRL I CTI O N OF CALF 13. ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF HEIGHT AND EL SUFFICIENT QUANTITY TO ATTEST CONSTRUCTION. DURING THE GRADING AND THE EFFECT 0 SAME GUT= '72 GU. YD5. 4. ALL WORK RELATED TO WASTEWATER IN THE PVC,OR AB5 PLASTIC SCHEDULE 40 OR 5DR 35 TO OVERALL COMPACTION EFFORT APPLIED TO ON RECOMMENDATIONS INCORPORATED IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORM- NOTES OR ADS 3000 WITH GLUED JOINTS. 15. THE ENGINEERING GEOLOGIST AND SOILS EN61N- FILL - 140 GU. YD5. THE FILL AREAS. EER SHALL INSPECT AND TEST THE CONSTRUCTION APPROVED GRADING PLAN.THE ENGINEERING - ED BY A G-42 LICENSED SANITATION SEWER IAN J.N.HARRI50N,ARCHITECT 14. NO PAINT,PLASTER,CEMENT,SOIL,MORTAR,OR 6EOLO615T SHALL PROVIDE WRITTEN APPROVAL hereby expressly reserves its common law copyright 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF OF ALL BUTTRE55 FILLS AND ATTEST TO THE CONTRACTOR OR AN "A" LICENSED GENERAL and other propert rights in these plans.These plans are OTHER RESIDUE SHALL BE ALLOWED TO ENTER A5 THE ADEQUACY OF THE 51TE FOR THE INTEN- TOTAL = 212 CU. YD5. not to be reproduced,copied or changed in any form ALL VE6ETATION AND DEBRI5,5GARIFIED AND STABILITY OF THE SLOPE AND ADJACENT 5TRUC- ENGINEERING CONTRACTOR whatsoever,nor are they to be assigned to a third party, STREETS,CURBS,GUTTERS,OR 5TORM DRAINS. APPROVED BY THE SOILS ENGINEER PRIOR TO TURE5 UPON COMPLETION. DED USE A5 AFFECTED BY THE 6EOL061C O CONSTRUCT 6"MIN.CONCRETE DRIVEWAY without the express written permission and consent of ALL MATERIAL AND WA5TE SHALL BE REMOVED PLACIN6 OF THE FILL. FACTORS. PER NBMG 57D 164-L. IAN J.N.HARRI50N,ARCHITECT. FROM THE BITE. 16. WHEN OUT PADS ARE BROUGHT TO NEAR GRADE 5. AN ENCROACHMENT AGREEMENT 15 REQUIRED 5. FILLS SHALL BE KEYED OR BENCHED INTO THE ENGINEERING GEOLOGIST SHALL DETERMINE FOR ALL NON-STANDARD IMPROVEMENTS ER05ION CONTROL COMPETENT MATERIAL. IF THE BEDROCK EXTENSIVELY FRACTURED OR CONSTRUCT 4"MIN,CONCRETE 5WALE 1 FRACTURED OR FAULTED AND WILL READILY LOT AREA = 2766.35 5F WITHIN THE PUBLIC RIGHT-OF-WAY.ALL NON- O SLOPE PER PLAN, 1%MIN. G3 F 1. TEMPORARY FROM OCTOBER N CONTROL PLANS ARE 6. ALL EXISTING FILLS SHALL BE APPROVED$Y THE TRANSMIT WATER.IF CONSIDERED NECESSARY BY STANDARD IMPROVEMENTS SHALL COMPLY REQUIRED FROM OGTOBER 15 TO MAY 15. SOILS ENGINEER OR REMOVED BEFORE ANY IMPERVIOUS SURFACE = 2488.35 5F `n 2. ER05ION CONTROL DEVICES SHALL BE AVAILA- ADDITIONAL FILLS ARE ADDED. THE ENGINEERING GEOLOGIST AND SOILS EN61N- WITH CITY COUNCIL POLICY L-6. INSTALL 4"GRATE DRAIN. +1 BLE ON 51TE FROM OCTOBER 15 TO MAY 15, EER,A COMPACTED FILL BLANKET WILL BE = O z PLACED. LAN05CAPE AREA 2'76.00 5F 17. THE ENGINEERING 6EOLO615T SHALL PERFORM INSTALL 4"ATRIUM GRATE, 5 PERIODIC INSPECTIONS DURING GRADING. ® SLOPE 501L TOWARDS DRAIN @ 2010 MIN. C,3 to 73 5 INSTALL CONTINUOUS TRENCH DRAIN. SOILS ENGINEER AND G3 z GEOLOGIST'S CERTFICATION © SLOPE ALL@4"oA65,5DR 35 DRAINLINE. �9 ojl 1 HEREBY DECLARE THAT I AM THE SOILS ENGINEER O INSTALL 4'0 ABS,5DR 35 PERFORATED 3 0 ���J � AND OEOL0615T OF WORK FOR TH15 PROJECT. DRAINLINE.SLOPE @ 1%MIN, G3 Z 7 EXCAVATION @ THAT I HAVE REVIEWED THE 6RADIN6 PLANS AND FIND OO THEM TO BE IN CONFORMANCE WITH THE PRELIMINARY �S G3 PROP.LINE BOILS REPORT ENTITLED ® BIO-RETENTION FILTER PLANTER 12 WITH UNDER DRAIN (50 5F) 03 Q -- _ 6 �1 PREPARED BY EGA CONSULTANTS,LLG DOWNSPOUT-CONNECT GUTTER TO Z s y l 6 \b �� ® UNDERGROUND DRAINAGE 5Y5TEM. w 0 PROVIDE DOME WIRE BASKET @ EACH Z �� 4 16 DATE RAIN WATER LEADER AND ROOF DRAIN. ADJACENT BUILDING NAME: 10 EX15TINO 6 H16H GMU YALL 3 INV 4 ��3� 10 RE6: PROTECT IN PLACE DURIN6 CONSTRUCTION. 73 � -- (12.8) 8.52 TD 11 INSTALL NEW SEWER CLEANOUT. � � �� TW 1.80 INV 4 ��\ PER STD 406-L. 2%V b ������� FL � `�� INSTALL CONTINUOUS BOTTOMLE55 q -� �� � N 72° �� 12 CATCH BASIN WITH TRAFFIC RATED G3 �� eo III I \ \ \ \ . A \ \ 48 22 GRATE. O 6'MAX l� ��� //��j ���1/� ���������2°%/��` /� , �i 85.0p, �6� ENCROACHMENT ��� � ����� ������� �� �\ .�� /�' (12.8) 174-1 I @ 2ND FLOOR cv� I �\ � ����/� �� /� 8,5IP7•� _ TW 8.41 TO 4"THICK CONCRETE PA05 WITH STEEL � L �j %8.25 F6 3 13 '1.96 INV REINFORCING, IN PLANTER WITH LOW N � GROUND COVER. O G3 1 8.30 F6 N�q�b Q�' F� 4 w o 11 I S9 - ----� m 4 E� 6.65 14 EXTERIOR SHOWER AND FOOT WASHER N O - -- - -- -- -- WITH DRAIN TO 5EWER.PROVIDE 1"MIN. ON 73 S� 0 - -FL waft �6 CURB SURROUND.PROVIDE TRAP PRIMER, NEW WALL @ 5-0"ABOVE I I r i 1 N I I '� J I I DOWNSPOUT _ Q � ,� s� h�+� BACK OF SIDEWALK I I L L q I -- - F� _ 5� S .s- I 7.115 INV 1 - - __ c o� ^�� SMART VENT ,_ O J I -_____ -� ° �� �b �� ��� 15 TOP @ LE55 THAN 8.00'NAVD88, 44-1 b' BOTTOM WITHIN 12"OF EXTERIOR GRADE. Q to I 1 -- -- ------ -------� ---__ 1.2/ O 4-1 EX15TINO WATER METER ,p N 8 1 t} 1 ---__ �_Q� 6M 1 PROTECT IN PLACE. S_ II L -- -- S� r �SQJ fJ� __ _ CO oo - - - -- - -- -- -- -- -- -- -- -- -- -- b� 9- -- -- - 6'-0"ABOVE EXISTING GRADE Off1 86 I I UJ 1 rj 5 I I 18 REMOVE EX15TINO IMPROVEMENTS FROM 73 (m 5 1 1 So I I WM PUBLIC,RIGHT-OF-WAY.PROVIDE NEW LAND- N i� 5'-O" I I I 1.88 T��B S I o� 5CAPIN6,NOT TO EXCEED 36" IN MAX.GROWTH 1 q J HE16HT WHERE APPLICABLE M 1 I PER COUNCIL POLICY L-6. �+�I w � FRONT I II I 1 W tr BE75ACK I I I S�� s Est' I I I DWELLING 11 I 12 1 q NEW CONTINUOUS 6"CONCRETE CURB. Q d I I FIN15H SLAB ELEVATION=9.00 (NAVD88) 1 / I I FIN15H PAD ELEVATION=5.10(NAVD88) I o 1 I 1 c0 OVERFLOW DRAIN Oq I I I I B � 4'm A55,5DR 35 PIPE WITH ATRIUM GRATE (� L6 INLET 12"ABOVE FIN15H GRADE. I - 1 I I 21 REMOVE(E)&A5 METER VAULT 18 2% I I ;; 5) 2 CAR GARAGE 5'-o,, 500 11 w RELOCATE AS REQUIRED CURB ELEVATION=9.00 (NAVD88) ���� 11 I S REAR _ O I FIN15H SLAB ELEVATION=5.65(NAVD88) (� I TBAGK F5 4 � � r - - J LEGEND 1 F BW BACK OF WALK TW TOP OF WALL r� TG TOP OF CURB INV INVERT ELEVATION 8.00 FL FLOW LINE HP HIGH POINT F5 FIN.SURFACE 5CO SEWER GLEAN OUT \ N6 NATURAL GRADE WM WATER METER ]oli # STEGKLER b asS I I - 8.20 TO 4 15 1 j F6 FIN.GRADE OB GRADE BREAK 1 -7.10INV I DOWNSPOUT 03 1 I 1 �CO ��� q W/SPLASH BLOCK �.y i� FF FIN.FLOOR ELEV. T6 TOP OF GRATE ELEV. DRAWN BY pdw I 4 1 4 ����� L� ___ TRAS BINS -- -- - -- - - -� `0'��II 6 (E) EXISTING EA EDGE OF ALLEY --� - `�� 0 CO L �J- ---vQ --`==_ __�J---- moo "S / r - -- - -- - ---- ------------------ -- -- -- -- -- -- -------=JI '� 6FF 6ARA6E FIN,FLOOR OM GA5METER PLOT DATE '1/25/201q I w \ V�/ o� \/\ VA�A �A, ,�A,��, ,��, \ \ \ V� \� \ \ \ \ \ �`' ,•� �a '� �• s i ��� � � � � � � � � � � � � � � � � � � � b• � b• e• TO TOP OF DRAIN ELEV. PP POWER POLE ///w//// / / / / / �/�/�// �/� �/�/�/�90 e� 1.6°�° 3.,°�0 � iti o ELEG FH FIRE HYDRANT T5 TOP OF STEP REV1SlON B� DATE 5.80 klx����� � , � f j� �f f � � ,�i ��/�� .�/-� - - - - - - - - -------------- - - - - - - - - - - - - - - - - - - - - - FL PROPERTY LINE' PLANTIN&AREA TW rS 0 r6 �S W WATER LINE 2%MIN,TYP (8.26) (8.02) o ti D� c osJ o �9 5 SEWER LINE / SLOPE TO DRAINS Q A N 63 2517E 85.12 CATCH BA5IN Z `b. 'Ll T� `'J o `'3J �• .3c3J F5 F5 0 8 0 �Y , �\ \"z, �� �6 6 �6 ��41 s s �S GPPP ' JJJ4"CD AB5,5DR 35 DRAINLINE6REYDOGK><F5D-120-K 50 5F 0 p! s s SLOPE @ 1%MIN.TYP. OR EQUAL O 3 P FJ 6 SIZE PER PLAN z HANDRAIL °S 9 S �f%� �% %/� %/� %/fib Q HIGHEST ELEVATION @ 11.35 10 4"(P AB5,5DR 35 (MAX.HE16HT @ 11.64,42" ADJACENT BUILDING PERFORATED MAINLINE O 4" AREA DRAINLIA � ABOVE EXI5TIN6 GRADE) SLOPE @ 1%MIN.TYR 8 EXCAVATION @ w G3 PROP.LINE PROPERTY LINE 0.00 NEW GRADE o (! EXI5TIN6 GRADE w PRECISE GRADING PLAN