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6402 HIGHLAND DR 2020 Plans 2022-11-08
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6402 HIGHLAND DR 2020 Plans 2022-11-08
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Last modified
11/8/2022 10:41:36 AM
Creation date
10/12/2022 2:31:34 PM
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Template:
Address Document
Street Name
HIGHLAND DR
Street Number
6402
Permit
PW2009-031
Year
2020
Notes
DEMO EXTG SFR, BUILD NEW SFR W/ ATTACHED GARAGE
Address Document Type
Plans
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00531700500102 <br />r <br />1 <br />EX. GARAGE,," <br />(TBR) <br />,y <br />00531700500301 / <br />p(LoTrza Eau r,11 61. <br />u`Vvjj-rje5 bikAMMGa <br />cufAs-tf"ACT,100 <br />i <br />-*110, -�, <br />EX. SFR <br />(TBR) <br />M <br />20' BSBL <br />TRANSITION ZONE <br />(SEE DETAIL) <br />�_. <br />LEGAL DESCRIPTION <br />NORTH BEVERLY PARK DIV 2 BILK 005 D-00 N 65FT OF E 120FT OF LOT 3 <br />LESS SELY 1 OFT `TO CITY OF EV PER WD REC IN VOL 1330 PG 188 AUD FILE <br />NO 7806200286 — AKA LOT 1 & PTN LOT 2 CITY OF EV SP REC <br />AFN7806260318 <br />00531700201800 <br />I f, <br />EROSION & SEDIMENTATION CONTROL GTE® <br />1, APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL <br />OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, <br />CHANNELS, RETENTION FACILITIES, UTILITIES). <br />2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND <br />UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL <br />ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. <br />3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE <br />FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE <br />FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE <br />APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. <br />4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING <br />AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT <br />LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER <br />QUALITY STANDARDS. <br />5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE <br />CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED <br />FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT —LADEN WATER DO <br />NOT LEAVE THE SITE. <br />6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR <br />TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS. <br />7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A <br />MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. <br />8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO 'ACCUMULATE WITHIN A <br />TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO <br />PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM <br />SYSTEM. <br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND <br />MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE <br />THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. <br />10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT <br />TRACKED OFF THE SITE. <br />11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES <br />IF THE PROPOSED BMPS FAIL. <br />12. BARE AND/OR DISTURBED SOILS SHALT_ REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN <br />2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH <br />SEPTEMBER 30. <br />1� <br />PGIS (so <br />011201 <br />Existing <br />.. - " s � - <br />Existing (To Remain) <br />GRADING ITIES; <br />CUT = 130 C.Y. <br />FILL = 130 C. Y. <br />GRADING QUANTITIES ESTIMATED BASED <br />ON CURRENT SITE INFORMATION & <br />ASSUMED EXCAVATIONS NECESSARY FOR <br />PROPOSED IMPROVEMENTS. <br />TOPSOIL/STOCK PILE NOTE: <br />PILES ARE TO BE COVERED W/ PLASTIO <br />SHEETING WITHIN 24 HOURS IN <br />al , ■ - <br />CONTRACTOR TO INSTALL SILT FENCING <br />WHERE NECESSARY ALONG PERIMETER IF <br />VEGETATIVE BUFFER DOES NOT PROVIDE <br />ADEQUATE PROTECTION IN ACCORDANCE <br />WITH BMP C102. <br />EXISTING SOIL & VEGETATION NOTE: <br />THE SOIL ANALYSIS FOR THIS <br />PROJECT FOUND THE EXISTING <br />SOILS TO BE SANDY LOAM. THE <br />SITE IN THE AREA OF DISTURBANCE <br />CURRENTLY CONSISTS OF AN <br />EXISTING GARAGE, DRIVEWAY, <br />WALKWAY, SFR, AND LAWN. <br />UTILITIES NOTE: <br />CONTRACTOR TO LOCATE AND TIE <br />INTO EXISTING UTILITIES ON SITE. <br />AVG ELEV. 1,719' / 4 = 429.75' <br />MAX. BLDO HT.= 429.75' 24.0' = 453.75' <br />f <br />Permit##: <br />PW2009-031 <br />Site Address: <br />6402 HIGHLAND DR <br />Owner: <br />KEDRICH IGOR & IRINA <br />Tenant: <br />[TenNamej <br />�p App. Date: <br />9/21/2020 <br />Proposed Use: <br />Description: <br />DECO EXTG SFR, BUILD NEW SFR W/ <br />ATTACHED GARAGE <br />SITE <br />Revw€gy ter- Date: <br />Office Set <br />gals Site Set Fire/Planning Set <br />VICINITY MAP <br />SCALE: 1" = 2,000' <br />)J'-HIPEIRI <br />I� <br />
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