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HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/4/201524 SITE ! 0 I tiT�P �F��P 01 453.94 �( c,_, F. S. J LIMITS OF DISTURBANCE 9� J' 428.20 ¢ GAME FARM RD. ! — .... — _ 1\1875( ` DEADMOND I BE TLINE 0 (+ I COLONIAL (CHOLAS HUTTON > M1 LP o AyF I' 3000 o A 9s9 POSTAL MTNA OU AIL Q FACILITY 0 MALLARD � W (n FLAMINGO VICINITY MAP NO SCALE LINE TOP OF SWALE NTH TEMPORARY AND PERMANENT SEED MIX AS FOLLOWS: 75-80 PERCENT TALL OR MEADOW FESCUE 10-15 PERCENT SEASIDE/COLONIAL BENTGRASS 5-10 PERCENT REDTOP 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE SWALE SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRAC11ON OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (LE., 40-50%) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. SOAI�A OB T.��IU�I� D�'TAIL 2 NO SCALE LINE TOP OF SWALE WITH � JUTE EROSION BLANKET EXISTING n Q 3:1 SLOPE GROUND Q TYP. LIMITS OF/ DISTURE 24" TOPSOIL r -5 SAND .L. 2' NATIVE SOIL i. TEMPORARY AND PERMANENT SEED MIX AS FOLLOWS: 75-80 PERCENT TALL OR MEADOW FESCUE 10-15 PERCENT SEASIDE/COLONIAL BENTGRASS 5-10 PERCENT REDTOP�_�' 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE 0� GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK. _ 2. THE BASE OF THE SWALE SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE \ OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. Y BIO-SWALE' DETAIL (14 NO SCALE LDAP NOTES 1. Prior to any ground disturbance on the site one inspection with LDAP staff is required. Issuance of this pian does not relieve the permit holder and or the contractor from oil other permitting requirements. Prior to beginning construction activities, all other necessary approvals shall be obtained. 2. The erosion and sediment control measures shown on the pion are the minimum requirements for anticipated site conditions. During the construction period, these measures shall be upgraded as needed for unexpected storm events and to ensure that sediment and sediment–loden water does not leave the site. 3. The implementation of the ESCP and the construction, maintenance, replacement, and upgrading of the erosion and sediment control measures is the responsibility of the permit holder and or the contractor until all construction is completed and accepted and vegetation / landscaping is established. 4. The boundaries of the clearing limits shown on this plan shall be clearly flogged in the field by the engineer prior to construction. During the construction period, no disturbance beyond the fagged clearing limits shall be permitted. The flogging shall be maintained by the permit holder and or the contractor for the duration of construction. 5. The erosion and sediment control measures on active sites shall be inspected and maintained daily and within the 24 hours after any storm event of greater than 0.5 inches of rain per 24 hour period. Measures shall be inspected by the permit holder and or the contractor after each rainfall and at least doily during prolonged rainfall. Any required repairs or adjustments shall be made immediately. The erosion and sediment control measures on inactive sites shall be inspected a minimum of once every two (2) weeks or within 48 hours following a storm event. 6. All erosion and sediment control measures shall be protected from damage at all times. Control measures shall remain in place until permanent re–vegetation hos been stabilized. Any measure that is damaged or destroyed shall be repaired or replaced immediately. 7. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October 1 to April 30) or seven days during the dry season (May 1 to September 30) shall be immediately stabilized with on approved ESC method (seeding &mulching with straw, bark, compost, or plastic covering, ect.). 8. Street sweeping shall be performed as needed or when directed by the City inspector to insure public right–of–ways are kept clean and free of debris. Street flushing is prohibited. 9. When trucking saturated soils from the site, either water–tight trucks shall be used or loads shall be drained on site until dripping has been reduced to no more than one gallon per hour. Sediment laden water will not be allowed to enter the storm water system 10. Extracted ground water from excavated trenches shall be disposed of in a suitable manner without damage to adjacent property, City's storm water system, water features, and related natural resources. Approval of a dewatering system does not guarantee that it will meet compliance or be acceptable for use in all situations. Modifications to the dewatering system will be required if compliance can not be met. At no time will sediment laden water be allowed to leave the construction site. 11. A supply of materials necessary to meet compliance and implement the LDAP or other best management erosion practices under all weather conditions shall be maintained at all times on the construction site. 12. No hazardous substances, such as points, thinners, fuels and other chemicals shall be released onto the site, adjacent properties, or into water features, the City's storm water system, or related natural resources. 13. The ESC facilities shall be inspected doily be the contractor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (October 1 to April 30) and of monthly reviews during the dry season (Mays to September 30). Coil 736-1037 for information. LEGEND PROPERTY LINES OVERALL BOUNDARY — CENTERLINE OR SURVEY LINE EXISTING MAJOR CONTOUR AND ELEVATION EXISTING MINOR CONTOUR EX: 12" S.D. EXISTING STORM DRAIN AND SIZE EX. 8" W EXISTING WATER AND SIZE EX. 8 S.S. 0 { �I ------- I - EXISTING FLOOD ZONE BOUNDARY II 0 Oz I I 12" S.D. PROPOSED STORM DRAIN AND SIZE LL W W ® GO 0 LL ENGINEER'S NOTE �- UJTT 0 6F �TCi�F o GAME FARM R 11. W. ROAD °- C/) 8L VD. / WILL AKEN ctf HA H VE o HAMPTON BERKSHI WINCHESTER w RE T( 00 � W Z U ING WARDS w SUS E; R0 z WAR IC 24 SITE ! 0 I tiT�P �F��P 01 453.94 �( c,_, F. S. J LIMITS OF DISTURBANCE 9� J' 428.20 ¢ GAME FARM RD. ! — .... — _ 1\1875( ` DEADMOND I BE TLINE 0 (+ I COLONIAL (CHOLAS HUTTON > M1 LP o AyF I' 3000 o A 9s9 POSTAL MTNA OU AIL Q FACILITY 0 MALLARD � W (n FLAMINGO VICINITY MAP NO SCALE LINE TOP OF SWALE NTH TEMPORARY AND PERMANENT SEED MIX AS FOLLOWS: 75-80 PERCENT TALL OR MEADOW FESCUE 10-15 PERCENT SEASIDE/COLONIAL BENTGRASS 5-10 PERCENT REDTOP 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE SWALE SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRAC11ON OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (LE., 40-50%) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. SOAI�A OB T.��IU�I� D�'TAIL 2 NO SCALE LINE TOP OF SWALE WITH � JUTE EROSION BLANKET EXISTING n Q 3:1 SLOPE GROUND Q TYP. LIMITS OF/ DISTURE 24" TOPSOIL r -5 SAND .L. 2' NATIVE SOIL i. TEMPORARY AND PERMANENT SEED MIX AS FOLLOWS: 75-80 PERCENT TALL OR MEADOW FESCUE 10-15 PERCENT SEASIDE/COLONIAL BENTGRASS 5-10 PERCENT REDTOP�_�' 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE 0� GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK. _ 2. THE BASE OF THE SWALE SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE \ OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. Y BIO-SWALE' DETAIL (14 NO SCALE LDAP NOTES 1. Prior to any ground disturbance on the site one inspection with LDAP staff is required. Issuance of this pian does not relieve the permit holder and or the contractor from oil other permitting requirements. Prior to beginning construction activities, all other necessary approvals shall be obtained. 2. The erosion and sediment control measures shown on the pion are the minimum requirements for anticipated site conditions. During the construction period, these measures shall be upgraded as needed for unexpected storm events and to ensure that sediment and sediment–loden water does not leave the site. 3. The implementation of the ESCP and the construction, maintenance, replacement, and upgrading of the erosion and sediment control measures is the responsibility of the permit holder and or the contractor until all construction is completed and accepted and vegetation / landscaping is established. 4. The boundaries of the clearing limits shown on this plan shall be clearly flogged in the field by the engineer prior to construction. During the construction period, no disturbance beyond the fagged clearing limits shall be permitted. The flogging shall be maintained by the permit holder and or the contractor for the duration of construction. 5. The erosion and sediment control measures on active sites shall be inspected and maintained daily and within the 24 hours after any storm event of greater than 0.5 inches of rain per 24 hour period. Measures shall be inspected by the permit holder and or the contractor after each rainfall and at least doily during prolonged rainfall. Any required repairs or adjustments shall be made immediately. The erosion and sediment control measures on inactive sites shall be inspected a minimum of once every two (2) weeks or within 48 hours following a storm event. 6. All erosion and sediment control measures shall be protected from damage at all times. Control measures shall remain in place until permanent re–vegetation hos been stabilized. Any measure that is damaged or destroyed shall be repaired or replaced immediately. 7. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October 1 to April 30) or seven days during the dry season (May 1 to September 30) shall be immediately stabilized with on approved ESC method (seeding &mulching with straw, bark, compost, or plastic covering, ect.). 8. Street sweeping shall be performed as needed or when directed by the City inspector to insure public right–of–ways are kept clean and free of debris. Street flushing is prohibited. 9. When trucking saturated soils from the site, either water–tight trucks shall be used or loads shall be drained on site until dripping has been reduced to no more than one gallon per hour. Sediment laden water will not be allowed to enter the storm water system 10. Extracted ground water from excavated trenches shall be disposed of in a suitable manner without damage to adjacent property, City's storm water system, water features, and related natural resources. Approval of a dewatering system does not guarantee that it will meet compliance or be acceptable for use in all situations. Modifications to the dewatering system will be required if compliance can not be met. At no time will sediment laden water be allowed to leave the construction site. 11. A supply of materials necessary to meet compliance and implement the LDAP or other best management erosion practices under all weather conditions shall be maintained at all times on the construction site. 12. No hazardous substances, such as points, thinners, fuels and other chemicals shall be released onto the site, adjacent properties, or into water features, the City's storm water system, or related natural resources. 13. The ESC facilities shall be inspected doily be the contractor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (October 1 to April 30) and of monthly reviews during the dry season (Mays to September 30). Coil 736-1037 for information. LEGEND PROPERTY LINES OVERALL BOUNDARY — CENTERLINE OR SURVEY LINE EXISTING MAJOR CONTOUR AND ELEVATION EXISTING MINOR CONTOUR EX: 12" S.D. EXISTING STORM DRAIN AND SIZE EX. 8" W EXISTING WATER AND SIZE EX. 8 S.S. (, tW� V 9 O { �I ------- I - EXISTING FLOOD ZONE BOUNDARY II U) Oz I I 12" S.D. PROPOSED STORM DRAIN AND SIZE LL W W ® � O (/) LL ENGINEER'S NOTE �- UJTT z ! THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR W W USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF O °- C/) THESE PLANS AND THE CITY. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED u) LL CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY o FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND Z I PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 00 � W Z U (, (, f. f , EXISTING SANITARY SEWER AND SIZE { �I ------- I - EXISTING FLOOD ZONE BOUNDARY II 00 d - Oz I I 12" S.D. PROPOSED STORM DRAIN AND SIZE �I M to to li ENGINEER'S NOTE �- UJTT ! THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR Q U) h. USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF j I F; THESE PLANS AND THE CITY. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY a� FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND Z I PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 00 � W Z m D W> I i HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONALS c+r W CD (? j HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS W ! PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 34 a pal fI � o _ j NOTICE TO CONTRACTOR - ----. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A a SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE ESTIMATED QUANTITIES ARE ONLY FOR THE PURPOSE OF OBTAINING THE ! I NECESSARY PERMITS, AND THE FAVREAU GROUP DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE I ! CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT f, DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. II I � Q � CONSTRUCTION (COTES INSTALL ORANGE SILT FENCE OR BIO–BERM, ORANGE SILT FENCE. 501 INSTALL BLUEFACE INSERTS AT CURB INLETS AND DROP IN INSERTS AT EACH CATCH BASIN I SCALE: 1. = 60' 502 INSTALL CONSTRUCTION ENTRANCE 8" MIN. THICK, 3" CRUSHED ROCK, 100' MIN. LENGTH, WITH WHEEL WASH AREA 503 INSTALL 15' X 15' CONCRETE TRUCK WASH AREA, CREATE A SUMP IN CENTER 1.5' IN DEPTH. MAINTAIN A MINIMUM DEPTH OF 0.5 TO AVOID ANY RUNOFF AND CLEAN AS NECESSARY. EROSION CONTROL NOTES: 1. PLACE BLUEFACE INSERTS AT ALL INLETS IN INTERNATIONAL COURT. 2. CONSTRUCT A CRUSHED ROCK ENTRY AT ALL ACCESS POINTS TO CONSTRUCTION SITE. CRUSHED ROCK ENTRIES TO BE A MINIMUM OF 100' LONG AND 25' WIDE. CRUSHED ROCK TO BE 3" QUARRY ROCK A MINIMUM OF 8" THICK OVER FABRIC. 3. COVER ALL STOCKPILES WITH PLASTIC IF THEY ARE IDLE MORE THAN TWO DAYS. 4, DEBRIS AND GARBAGE IS TO BE STORED AS SHOWN. SOIL TYPES #75 MALBON SILTY CLAY LOAM. PERMEABILITY IS MODERATELY SLOW; HAZARD OF WATER EROSION IS SLIGHT #79 MCBEE SILTY CLAY LOAM; PERMEABILITY IS MODERATE; HAZARD OF WATER EROSION IS SLIGHT NOTE: HAUL ROUTES AND CONSTRUCTION SCHEDULE WILL BE PROVIDED BY CONTRACTOR. CM W X15 VC Daie Received: AUG 0 4 2015 06ginal Submittal _W__ Ln T 0 r7 4 Z o 6 H Q Q 00 L F2 ci) W W 0 R IEL n V 00 d - Oz M to to t� V W �- UJTT Z Q U) W W Z m Q W V" —) 00 � W Z m D W> c+r W CD W a =U W 2 F— g a PROFFs�, �C, v ON �Fc. 31,0q�, VQ y J. F EXPIRES DEC. 31, 2015 SHEET 1 OF 1 N 453.94 F.S. I�,.III \ 1 I N 875Q59' W 618.08' -- _ 428. 50 T.V, -- —�— aza___— azs " 1425.00,'NV. 40 21 031 ilk a • 30._1 .: 1. «u L --- j� 30 ZONE '. FLOOD ZONE 23 t N 87"7111 W \ 164.81' -M 1 40 ^ M; O N z , N 84°'3Q . W 44 \ J ..250.4 IRA N, SOIER, ti it _F=7 CD a 26 I I-nr-N I n - - (`RvrcR i i UINLO --- - - CENTERLINE OR SURVEY LINE _-- -430---,- - EXISTING MAJOR CONTOUR AND ELEVATION L EXISTING MINOR CONTOUR EX. 12" S.D. EXISTING STORM DRAIN AND SIZE EX. 8" W l LL W m" EX. 8" S.S. ® a iDOWNSPOUT - - - - - - - - EXISTING FLOOD ZONE BOUNDARY 12" S.D. PROPOSED STORM DRAIN AND SIZE LLO I U j _ 42 41 ! a 30 t �r� 22 z 457.16 F.S. DOWNSPOUT 1 I�,.III \ 1 I N 875Q59' W 618.08' -- _ 428. 50 T.V, -- —�— aza___— azs " 1425.00,'NV. 40 21 031 ilk a • 30._1 .: 1. «u L --- j� 30 ZONE '. FLOOD ZONE 23 t N 87"7111 W \ 164.81' -M 1 40 ^ M; O N z , N 84°'3Q . W 44 \ J ..250.4 IRA N, SOIER, ti it _F=7 CD a 26 I I-nr-N I n - - (`RvrcR i i UINLO OVERALL BOUNDARY - CENTERLINE OR SURVEY LINE _-- -430---,- - EXISTING MAJOR CONTOUR AND ELEVATION L EXISTING MINOR CONTOUR EX. 12" S.D. EXISTING STORM DRAIN AND SIZE EX. 8" W J LL W EXISTING WATER AND SIZE EX. 8" S.S. ® a EXISTING SANITARY SEWER AND SIZE - - - - - - - - EXISTING FLOOD ZONE BOUNDARY 12" S.D. PROPOSED STORM DRAIN AND SIZE CONSTRUCTION NOTES 20 INSTALL 18" DIA. INLET PER DETAIL HEREON 21 INSTALL 12" PVC SDR 35 STORM DRAIN OR APPROVED EQUAL 22 INSTALL 8" PVC SDR 35 STORM DRAIN OR APPROVED EQUAL 23 CONNECT TO EXISTING MANHOLE 24 INSTALL TRUCK TRAFFIC RATED TRENCH DRAIN 25 INSTALL CLEANOUT 26 CONNECT TO EXISTING INLET 30 INSTALL 6" PVC SDR 35 SANITARY SEWER OR APPROVED EQUAL 31 INSTALL 6" CLEANOUT dSTALL 6" CAST IRON WATER LINE dSTALL 6" GATE VALVE AND FIRE HYDRANT dSTALL 4" CAST IRON FIRE LINE AND DOUBLE CHECK DETECTOR BACKFLOW ASSEMBLY dSTALL 2" WATER SERVICE, METER AND REDUCED PRESSURE BACKFLOW ASSEMBLY -ONNECT TO EXISTING WATER LINE ENGINEER'S NOTE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE ESTIMATED QUANTITIES ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND THE FAVREAU GROUP DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS, THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. N 1135.3171 E 898.6102 Z W O U) O Q.. L W O W LL (7 J LL W Z F- ® a L U) LLO U b Lua Q CL Q W m Q w a W w rr a z a O O 00 O O O _j T- C -4d NO M Orn L6 r i w o o ' r co 0 ti M CD to w r Q� Uo Wn 0o ZW Z0 0 U -)w M `Z W O O w L>LJ o� -le Cop c,vk Vva _ v\1 ew �Ep PROF AAWA , W 5 C, I N'' "02 #18240 PEG a -0N J ONY U PJ EXPIRES DEC. 31, 2015 Date Received, AUG 042015 SHEET 2OF3 Q111lmittal_ _ "'„ : ..w• 24 TEMPORARY AND PERMANENT SEED MIX AS FOLLOWS: 75-80 PERCENT TALL OR MEADOW FESCUE 10-15 PERCENT SEASIDE/COLONIAL BENTGRASS 5-10 PERCENT REDTOP 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE SWALE SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-507.) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. � 2 SOAI�A �L' GATP.�NC.�I-D�'TAIL LINE TOP OF SWALE WITH EROSION BLANKET EXISTING r)GROUND—i a/JUTE ` 3fYP SLOPE 24" TOPSOIL 6" SAND -J\- NATIVE SOIL 2' TEMPORARY AND PERMANENT SEED MIX AS FOLLOWS: 75-80 PERCENT TALL OR MEADOW FESCUE 10-15 PERCENT SEASIDE/COLONIAL BENTGRASS 5-10 PERCENT REDTOP 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE SWALE SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-507.) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. � 4 BIO—S��LE DETAIL NO SCALE 458.78 \ F.S. 453.94 F.S. ROPOSED FENCE- 4 N ��"_LTC'3 ------ ---- 777, _ 4 2.1 4321 C _ '� t 2" l . - =.30 r N.."42 5 T.C. CD 300' / 43 .50 - „ T. C.. P0, i`fPiCAi- `` 12 z 7 57 16 1 (\� ' 0 431.70 .< I T.C. i1 3 u F.. f� o cr 432,c C) F.S. o -T 430 t a^ JI F.S.' ' 431 95% ° F.S. O + o° i 0432.34° I /F.S. 8 431.14 f 431.66 j �j F.S , D CU B 8 I 4 F.S �i 3 I — -J _-\-\ _L I II If �� '• I L 0\90 \ m 43,� rti3r 1, TAX LOT 17-03-15-32-700, 800, 900, 1000.. THE SUBJECT SITE IS LOCATED WITHIN THE WELLHEAD PROTECTION AREA. 3. THE SUBJECT SITE IS LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN. 4. THE NEAREST TRANSIT FACILITY IS LOCATED JUST EAST OF SPORTS WAY ON INTERNATIONAL WAY.. 5. PROPOSED IMPERVIOUS AREAS: TOTAL = 25,450 S.F. (BUILDING = 6,990 S.F., PAVING = 15,820 S.F., GARAGE = 2,640 S.F.) 6. TOTAL AREA = 45,350 S.F. 7. ESTIMATED EARTHWORK: FILL = 2,500 C.Y., CUT = 750 C.Y. 8. GROSS FIRST FLOOR AREA = 25,000 S.F., REQUIRED OPEN SPACE = 6,250 S.F., OPEN SPACE PROVIDED = 9,175 S.F. WELLHEAD PROTECTION NOTES: Any chemical spills or leaks must be cleaned up immediately and clean-up materials disposed off-site and in accordance with Lane County and DEO requirements. In every case, care shall be taken to prevent groundwater contamination. DNAPL Prohibition: The contractor and all subcontractors ore required to provide the owner's engineer with copies of MSDSs for all chemicals proposed for use on-site prior to use or delivery to the property. Based on these MSDSs, the engineer will determine if the chemical is approved for use on this site (i.e., whether or not the product contains DNAPLs). The engineer may contact the SUB Drinking Water Source Protection Coordinator (744-3745) with any questions about evaluating products for DNAPLs. A copy of the MSDS for all chemicals used on the project will remain on the job site as required by low. Chemical handling, storage, and use: Contractors/developers sholl be responsible for the safe handling and storage of chemicals, petroleum products, and fertilizers and the prevention of groundwater and storm water runoff contamination. Chemicals used during construction, including paint and cleaning materials/wastes, must not enter the soil or be washed into the storm water system. All chemicals should be stored in adequate secondary containment. Equipment maintenance and fueling: Precautions must be taken to prevent fluid-contoining equipment located outside from leaking, including providing a dedicated area for fueling and maintenance of equipment. This area should be prepared and maintained in a way that prevents spills or leaks from migrating to the soil or storm water drainage system. No fill materials containing hazardous materials sholl be used on this site µ� I I :, 05 ,- 430.50 T. . 430.00 F.L. 1 � 14 co 4 4 .65 H.P. o T.C. , o \ 5 431.23 T.C. ` z : N 8%45'34" W . 0 430.28 9 250..4 z TRANSF Q',' R f T.C. -- 1 429.60 T .C. I F�000 7 oN j - -- Q ,I I \\ 1 4 SCALE: 1,, _ 60, � \ i \ tl \ \ i F r'RUrCR I I LIN113 OVERALL BOUNDARY - CENTERLINE OR SURVEY LINE -- -430----- - EXISTING MAJOR CONTOUR AND ELEVATION - - EXISTING MINOR CONTOUR EX. 12" S.D. EXISTING STORM DRAIN AND SIZE EX. 8" W EXISTING WATER AND SIZE EX. 8" S.S. co 0 EXISTING SANITARY SEWER AND SIZE - — — — — — — - EXISTING FLOOD ZONE BOUNDARY 12" S.D. PROPOSED STORM DRAIN AND SIZE CONSTRUCTION NOTES U CONSTRUCT 4" AC OVER 12" OF CRUSHED ROCK O CONSTRUCT 6" CURB & GUTTER O3 CONSTRUCT 6" CURB ONLY Q CONSTRUCT 4" THICK CONCRETE OVER 2" OF 3/4" -0" CRUSHED ROCK SIDEWALK �5 CONSTRUCT STANDARD DRIVEWAY PER CITY STDS., WIDTH PER PLAN © CONSTRUCT 3' WIDE CONCRETE VALLEY GUTTER �7 CONSTRUCT ADA RAMP ® CONSTRUCT 12" THICK CRUSHED ROCK FIRE ACCESS, 1 1/2" - 0" O9 TAPER CURB HEIGHT FROM 6" TO 0" IN 2' 10 CONSTRUCT 2' WIDE OPENNING IN CURB 11 INSTALL 3' WIDE RIP RAP APRON, CLASS 50 12 INSTALL WHEEL STOP 13 CONSTRUCT SOAKAGE TRENCH PER TYPICAL SECTION HEREON 14 CONSTRUCT BIO-SWALE PER TYPICAL SECTION HEREON f• O OD fi 0_ 00 co 0 0 UJ W O0 CL LL O 0 • } m _! 0 W 00 �- t-- > LO W ch W �� f �" a w Ix = U . >1 f • F— YJ W Z CO 0O O_ U U) W W 0 re O OD O 0_ 00 co 0 W UJ W O0 > O Z� } m _! 0 W 00 �- t-- > LO W ch W �� f �" a w Ix = U M^^ 0 f (1) F— YJ W t O DJA o� r u7 i 0 M Z I CD E- a Q ra w x a q � a: a. Q Z CO 0O O_ U U) W W 0 re Date Received AUG 0 4 2015 Original Submittal._....'_ D PRoFF- �G I NES J 12 #18240 PEG r oec. 3o'),4 �VP oNY J F p� EXPIRES DEC. 31, 2015 SHEET 3 OF 3 OD OZ p! 0_ 00 0 W UJ W �� > Z� } m Q W 00 O a > LO W ch W �� f �" a w Ix = U w f (1) F— W DJA Date Received AUG 0 4 2015 Original Submittal._....'_ D PRoFF- �G I NES J 12 #18240 PEG r oec. 3o'),4 �VP oNY J F p� EXPIRES DEC. 31, 2015 SHEET 3 OF 3