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Home My WebLink AboutSW7021008_APPROVED PLANS_20021223STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW 70a I/9D� DOC TYPE ❑ CURRENT PERMIT 9 APPROVED PLANS ❑ HISTORICAL FILE DOC DATE allwaZOa43 YYYYMMDD I I -DOA l tI I �l�m1l �W VD NOW OR FORMERLY GODWIN PROPERTY D.B. 62, PAGE 659 ZONED: HC +/- 683.85' TO C/L W - OF US HIGHWAY 158 NOW OR FORMERLY WATERMARK D.B. 89, PAGE 112 ZONED: HC EXISTING WOODS LINE EXISTING DITCH / SWALE PROPOSED DITCH / SWALE - - TOP OF BANK o PROPOSED FENCE CLEARING LIMITS / SILT FENCE 223 UTILITY POLE EXISTING GRAVEL PROPOSED CONCRETE PROPOSED ASPHALT SITE DATA: 1. OWNER/DEVELOP,- NORTHEASTERN COMMUNITY DEVELOPMENT CORP. PO BOX 367 CAMDEN, NC 27921 (252) 338 5466 2. PARCEL ZONED: HC 3. AREA OF SITE: 1.65 AC. 4. THIS SITE IS LOCATED IN FLOOD ZONE A4 (ELEV. 6) ACCORDING TO FEMA MAP 370042 0185 B, DATED AUGUST 5, 1985. 5. PARKING: PROVIDED 31 SPACES (INCLUDING 2 HANDICAP) REQUIRED PER ORDINANCE 33 SPACES BASED ON 1 SPACE PER EMPLOYEE AND 1 SPACE PER 400 SF OF BUILDING AREA. 6. FENCED PLAYGROUND AREA: 11,508 SF. 7. SHADING: REQUIRED 4,637 SF., PROVIDED 5,040 SF. 8. BOUNDARY INFORMATION WAS TAKEN FROM A MAP PREPARED BY HYMAN & ROBEY DATED MAY 21.2002, 9. OWNER WILL COORDINATE WITH DOMINION - NC POWER TO RELOCATE ELECTRICAL POLE. NOW OR FORMERLY HAROLD PROPERTY D.B. 88, PAGE 424 ZONED: HC 60' X 60' EASEMENTf D.B. 88, PAGE 424�=""---; NOW OR FORMERLY NORTHEASTERN CDC ZONED: HC \o" 19 ao- NOW OR FORMERLY ALBEMARLE HOSPITAL, MENTAL HEALTH AND CAMDEN COUNTY ZONED: HC SITE: [Zs \ CID ir \ 404 � � ttttttitrrrrr+,++i i \ NOW OR FORMERLY 4-0-4 COMBS ESTATES `� ;,�..... t - _ M�ETLAt4Ds UN _ ZONED: HC �v�•O�P •.� ,•mp z � W NTS t CLEARING LIMITS - SILT FENCE `s ON .., •• Gil SETBACK t d`,, ------ 5,� —------- ••--• ON cw- 20'R { 5'R ! 1 { fG I olm Ld ski 70.05' + h s �W 25'R o /// �.tE4,gT con"MISSJON OF WATER QUALITY r 200 -0. GRAPHIC SCALE zo 40 ( IN FEET ) I inch = 20 ft. co m w G1 .-I 1 a Z O ^, q Iq cq 4d tw 0 to o w m 4oa -v 00 ov a.o U1 O :: q �I to z �. lv A r � ., 4 0,2vW 93 r--� O F+ U P W..0 m� A. E C ay b v2 N0Eo- oW 5dall: i✓I �itiL/ a tii/ cd Q �cid � u � cd Q � nz o � a � o Cd o � o o u 2001510A ISSUED: 10-01-2002 DWG BY: RKC CKD BY: KDH REVISIONS SHEET NO. 1 1 of 3 'yf [ i 'T f r i r .1 * i II { �'yi, I. .I.• .!. !. !S',. 15.�' r Ii I, 1i7� rs-.1.'r- if i•r Lt .. �! 'i �� I�I L.}.� ��r ;', 0 NOW OR FORMERLY GODWIN PROPERTY D.B. 62, PAGE 659 ZONED: HC +/- 683.85' TO CA OF US HIGHWAY 158 NOW OR FORMERLY WATERMARK D.S. 89, PAGE 112 ZONED: HC EXISTING WOODS LINE EXISTING DITCH / SWALE PROPOSED DITCH / SWALE - - TOP OF BANK Q PROPOSED FENCE - CLEARING LIMITS / SILT FENCE `Qb UTILITY POLE EXISTING GRAVEL PROPOSED CONCRETE PROPOSED ASPHALT PROPOSED TREE __ ._.._ .. EXISTING CONTOUR PROPOSED CONTOUR 70 DRAINAGE FLOW DIRECTION x 4.69 EXISTING GRADE 7.65-,\v PROPOSED GRADE RIP RAP SITE DATA: 1. OWNER/DEVELOP: NORTHEASTERN COMMUNITY DEVELOPMENT CORP. PO BOX 367 CAMDEN, NC 27921 (252) 338 5466 2. PARCEL ZONED: HC 3, AREA OF SITE: 1.65 AC. 4. THIS SITE IS LOCATED IN FLOOD ZONE A4 (ELEV. 6) ACCORDING TO FEMA MAP 370042 0185 B, DATED AUGUST 5, 1985. 5. DISTURBED AREA: 1.64 AC, 6. IMPERVIOUS AREA: BUILDING 7200 SF = 9.98% ASPHALT 23181 SF = 32.14% CONCRETE 1291 SF = 1.79% OPEN SPACE 40450 SF = 56.Q97, TOTAL 72122 SF = 100% 7, BOUNDARY INFORMATION WAS TAKEN FROM A MAP PREPARED BY HYMAN & ROB>_Y DATED MAY 21,2002. NOW OR FORMERLY HAROLD PROPERTY D.B. 88, PAGE 424 ZONED: HC NOW OR FORMERLY NORTHEASTERN CDC ZONED: HC CO �C 6:68 x 7.26 I 1 6;7914.97 Z Q m O +✓ i � I ( x 6.64 l ( a x 6.25 1 � SEPTIC FIELD AREA / PLAYGROUND (CATION DING 3 x 6 7 7.O 7 I x6.28 x 6.63 ;z 6.7E-� 7 - O RELOCATE EXISTING SWALE TO PROPERTY LINE 95 / - -x5 8.22 t SIP f -..' S 6'49"W �� 141.42' 7.65L. kl , �7 , x 4 6'55 k o x g'$'� x 6.86 � x 7.95 ` T / 5.�5 �� SWALE Ii * s � 6 -' 6.36 \ 9� `K6.500 7.06 \ 6.67 7'op \ LLJ �3 °px 7.0 NOW OR F(�r�titLY K w x6. 6 °��' �61 - ALBEMARLE HOSPITAL, pti MENTAL HEALTH AND CAMDEN COUNTY LliOQ`i.0 -ZONED: HC- _ x 7.04 0 x 7.11 6. 9. 6178 I7 \ �O� S43y�43ti \ SITE: _ ` w x 1.37 4 QQ •' - - x .. x 1.55 NOW OR FORMERLY `h \ 404 NDs x 2-38 COMBS ESTATES _ - WETLA NE - ZONED: HC - - V/CINITYII AP __ _ J\ I28 x 6-06 ikkt 5.56 6.27, x 7.05 x 7.11 A: CONTRACTOR SHALL PROVIDE PERMANENT RIP -RAP AS NECESSARY DURING CONSTRUCTION OR AFTER PAVING TO PROVIDE PROTECTION FROM WASHOUTS. B: FINISH GRADING ABOVE THE SEPTIC FIELD SHALL BE PERFORMED USIND TRACK EQUIPMENT. DO NOT OPERATE RUBBER TIRE EQUIPMENT OVER CHAMBERS. C: IN THE PLAYGROUND AREA AND ANY AREA WITHIN 50' OF BUILDING, 3"-4" OF TOPSOIL OR SIFTED SOIL FREE OF ALL ROOTS & DEBRIS SHALL BE PROVIDED. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. 80 $ S, 0 co L'7 LQ � 4� mLo co a � o 0 CQ ►C] Cq v ti s~ o I~ rn m v abe O ' � � ! w La a he ol 0 0 tml V C) t••F 02 •' i 4,0 CD Q iry 'C P-4 w V El -0 o U cid cd•V.y � Q n � o � v � �1I z 2001510900 ISSUED: 10-01-2002 DWG BY: RKC CKD BY: KDH REVISIONS SHEET NO. C-2 OF 3 II 11 1 4 . }`. I• 1 '� .I �1 ,1, ' 1 S 4' { f -,1 11 �,�'i I' � I �1 '�`1 +� 'S•£ f �I, :�.s •. : ' �I� 1 111' li ��. ,I j'� r.!S Ir,S 1�. 5� .�4 �I lf'�.. y....�.* �� , � f � I�, (. .. 't' , .fl yyr � � '1 ,!';. •�� 1 1 •I dill}!' THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE EROSION AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR GRADED, CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30 CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE SEEDBED PREPARATION MEASURES PRIOR DISTURBING INCLUDING CONTRCLEARING •SHALL CONTI UE DUR NWI G THE CONSTRUCTI ON AND SHALL CONTINUE NTH THE THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS TO BE SEEDED_ UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES. NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A 4" =.` ��P. •• ,. Y�:� 0 �� •••b� t�fl = ---I to 1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL) CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND 2" RID. Q . Q to THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN REGULATIONS CONCERNING EROSION a 00 ?' THE SOIL IS FROZEN OR EXTREMELY WET. AND SEDIMENTATION CONTROL PROTECTION OF EXISTING v-' 2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ITEMS TO BE PROTECTED SHALL OFF SITE SEDIMENTATION. LIMESTONE, FERTILIZER, AND SEED INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS, NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS. 6".......�• S�'�.`� 3. CUT NEW SWALES AND DITCHES AND CONSTRUCT INFILTRATION BASIN. LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED FERTILIZER h 4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION. PREPARATION. LIMESTONE AND MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED IT IS WORKED INTO THE SOIL IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY EROSION CONTROL MEASURES 2" 1-2 ASPHALT OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR 18"0 5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING. OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS NTS 0 0 0 0 Q Q Q 6" ABC STONE BASE TO COVER THE SEED WITH A LAYER OF SOIL. 6. SEED THE DISTURBED AREAS IN SUCH A MANNER THAT NO AREA WILL REMAIN DENUDED FOR MORE THAN 30 DAYS. MULCHING 7. REMOVE SEDIMENT FROM INFILTRATION BASIN AND RESTORE TO DESIGN DEPTHS. ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL i a � 6. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE SEED MIXTURE RATE OPTIMUM PLANTING DATES AND REPAIR AS NECESSARY. APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT 6" O ti � � N ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE U 9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES. MAINTENANCE 1. KENTUCKY 31 FESCUE 5 #/1000 SF MAR. 15 - MAY 1 AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY AUG. 15 - OCT. 15 CURB DETAIL {, CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY. 2. COMMON BERMUDAGRASS 2 #/1000 SF MAY 1 - JUNE 30 NTS o~, (HULLED) CONSTRUCTION SEQUENCING "'S SEEDING & MULCHING- 3. PEARL MILLET 2 #/1000 SF MAY 1 - OCT. 1 I -� W` NTS 4. FESCUE 5 #/1000 SF OCT. 15 - MAR. 15 N SEEDING SCHEDULE CO �7 to to b o NTS CO o ^^'' `Q cq M �Q MAX STANDARD HANDICAPPED PARKING SIGN(TYPICAL) BE INSTALLED AT REQUIRED HEIGHT AND DIMENSIONAL RELATIONSHIP TP PARKING RAISED TO BE O PARKING STALL. �C) A,rO [ �T � LEVEL WITH SIDEWALK � � 4 � ,,� •� 0 HANDICAPPED PARKING STALL j cd Q MAX. HEIGHT r., °pQ m 18" A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN. -EDGE OF SIDEWALK B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED. AS DIM'D. (,I U am. S. C C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD SITENPLAN Q �L aO°s 0 ° 1~ m Q °) 'm ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. L PARKING STALL PAVEMENT MARKINGS (TYP.) i•t �I 0 O LENGTH AS NECESSARY TO INSURE STABLE INSTALLATION E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY. STANDARD HANDICAPPED SYMBOL 5.0 FT. WHEELCHAIR ACCESS AISLE � W 40� 4j eZi r- w Cam" - rA A •5 I m W rn .a m cq 0 (p TOP WIDTH VARIES c. PLAN VIEW OF PARKING STALL(S) $ue. +j r�•1 U! 1.40 O \O� FILTER FABRIC � BACKFILL MINIMUM 14 � �i,'`f 2" X 4" Posr Fzp��SQ Fj 4) � =1. ,b r-I w m a" GRAVEL OR ;} COMPACTED SAIL i �': 1 �G ;:;- '�iN� ':�:'�'+-� M RESERVED C\t F W �' 94 EXISTING GROUND - - - - - - - - - - - - - - - - - - - - �C�� ono , . :; ;. U� PARKING � DEPTH CPI+...+.+.+•+,.•. 1. FILTER FABRIC SHALL BE EXTRA STRENGTH FABRIC jii ?;' . CAPABLE OF MEETING 50LB/LIN. INCH. +:;:+;+;+•+':'+•-. - VARIES 2. FABRIC SHALL HAVE A SLURRY FLOW RATE OF +'� <••" 0.3 GAL/SQFT/MIN. C C; GRADE POINT 3. STAPLE OR WIRE THE FABRIC DIRECTLY TO THE POSTS. �\ 4. EXCAVATE A TRENCH APPROX. 6" WIDE AND S" DEEP � _--BOTTOM EDGE OF SIGN MAXIMUM ALONG THE PROPOSED LINE OF POSTS UPSLOPE PENALTY TYPICAL DITCH OR SWALE OFTHE SILT FENCE AND BURY THE BOTTOM EDGE OF THE ; FILTER FABRIC. BACKFILL THE TRENCH WITH COMPACTED "V" TRENCH $250 ` 2O-37.6 CLEARANCE: NTS EARTH OR GRAVEL. 60" OUTSIDE OF PEDESTRIAN AREAS 5. INSPECT SEDIMENT FENCES WEEKLY AND AFTER EACH RAINFALL UNDISTURBED SOIL REMOVE SEDIMENT DEPOSITS AS NECESSARY TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 84" WITHIN PEDESTRIAN AREAS GRADE A.D.A. 4-4 TO PROVIDE STANDARD HANDICAPPED PARKING SIGN ADEQUATE STORAGE FOR THE NEXT RAIN. (W/ STANDARD HANDICAPPED SYMBOL) 6. REMOVE FENCING AS THE DRAINAGE AREA IS STABILIZED. NTS �l SILT FENCE DETAIL HANDICAPPED PARKING, WALKWAY ° U & RELATED DETAILS NTS NTS a) o ;-4 U #9 GUAGE COPPER BEARING STEEL WIRE FORMING CONTINUOS LEADER SHOULD NOT B CLASS "B" EROSION CONTROL STONE A � u FABRIC WITH 2" MESH 2r O.D. STEEL PIPE TO RAIL WITH #6 GUAGE TIE WIRE 24" 3" O.D. STEEL PIPE WITH AS11N DE O.D. STEEL PIPE WITH ASTM ON CENTER DESIGNATION A--120 DESIGNATION A-120 BE CUT OF DAMAGED EX. GRADE = f5.00 CLASS "B" EROSION CONTROL STONE EX. GRADE _ �5.00 8' 3 r-I ^� - - PRUNE AS PER �^ HORTICULTURAL TOP OF WEIR ELEV.= 4.50 \ \ \ \ \ �.y 1�-� PRACTICES r� �- ♦ /�//i\��\/ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\ \\\\\\\\\ \\ \ rtil O RACE RAIL WITH #6 GUAGE o TIE WIRE 24" ON CENTER a- �� 3 \ /\\/\\�\\�/f\/ 1 f \ \\\\/\\/\\/\\�\\/ A BASIN BOTTOM \\ 0 5, (ELEV.=3.00)//�\/�%/`�\��/�\'/�\`/\\�,`\��' c a ►- -� TWO - PLY PREPARED �' REINFORCED PLANTING SOIL \//\/I�I \`/\\/� /�\/�\/\ \\ •� 0 Z �1- RUBBER HOSE OR �? J --� GALVANIZED AT 12C INTERVALS SECTION A -A B SECTION B-B Q Q u MOD STAKE J TURN DOWN TOP 1/3 OF EARTH WEIR BURLAP NTS 3" MULCH LAYER ORIGINAL GRADE DIAMETER ' I I \ r \/' \ \ I "= EARTHSAUCER L j. #7 GUAGE TENSION WIRE 2001510A I I, 2'-3" MIN. " E' 3/8 TIE ROD WITH TURNBUCKLE 3' MIN.MAX \ \\ \\ \ ' \\ \\ \ \ \ \/\ \ 3' Q PARKING LOT ELEV. = 6.50t ISSUED: 10-01-2002 8" CONCRETE FOOTING rn r 12„ ' f BERM ELEV. = 5.00 .STORAGE ELEV. = 4.50 - - - d r DWG BY: RKC BOTTOM ELEV. = 3.00 REVISIONS 3" MN.��\��\��\��r.titi-_.\�j;�j\�/ 10' MAX ..a=ti - .,�f ,� ; r .c��\`/�\`� �\ � j\ SHEET CHAIN LINK FENCE NO. NTS TREE PLANTING DETAIL TAMPED SETTING BED NTS INFILTRATION BASIN SECTION C-3 NTS 3 OF 3