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MULTI-FAMILY ~aaoaoaa S~E P~ SHr ,
GRADING, STORM DRAINAGE, EROSION SHT 2
EROSION AND UTILITY PLAN
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D ~y ~ ~ 1 ~ . ~ UTILITY DETAILS SHT 6
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1 BRIGHT HORIZONS FAMILV SOLUTIONS AT CORNERSTONE
STORM DRAINAGE SUMMARY TCJAO ~ '
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FROM TO TOP DIA LTH S46 AREA C 010 WVERT WVERT LOCAL S% STR WLET 1
ON) IFS) (lid (CFS) DOWN UP CFS MIN HT INV HT
J810 CB11 390.75 12 30 L00 0.18 0.85 1.1 385.50 385.80 1.1 0,1 4.9 0.6
J810 CB12 390.9D 12 35 1.00 0.12 Ob5 OJ 365.50 385.~i 0] 0.0 5.0 0.5
JB20 CB21 382.70 15 20 1.00 0.95 0.85 5.8 3790 380.10 5.8 0.8 2.6 1A FES 30 CB31 380.00 12 40 6.00 O.T5 0.85 4.6 381A0 383.40 4.6 i.T 6.4 1.8
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NOTES: BRIGHT HORIZONS FAMILY SOLUTIONS 0 CORNERSTONE
•ALL CONSTRUCTION WILL BE IN ACCORDANCE WITH CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS. EROSION CONTROL NARRATIVE
n -YI IS YARD INLET WITH CONCRETE SLAB TOP. TOC STD 8.01. TOP = TOP OF SLAB. roc~4oo.3:l THE PURPOSE OF THESE PLANS tS TO SHOW THE PROPOSED
~I LS YARD INLET WITH GRATE AND FRAME. TOC STD 8.02 TOP = TOP OF GRATE, ~ ovr=3s5.c ` DEVELOPMENT OF A 1,9 ACRE SITE IN CORNERSTONE. THE ° PROPOSED SITE DEVELOPMENT INCLUDES ONE DAY CARE CENTER,
•CB IS CATCH BASIN. TOC STD 8.03. TOP = TOP OF CURB. USE GUTTER TRANSITTION DETAII FOR 18' CURB S GUTTER -JB IS JUNCTION BOX iOC STD &05. TOP = TOP OF COVER w ~o (n o THE SITE IS LOCATED AT HIGHSTONE ROAD.
•FES IS FLARED END SECTION. 1~ ~
-ALL PIPE IS CLASS I II RCP UNLESS NOTED OTHERWISE. + DENOTES CMP PER TOC STDS. v ° + ~ NO FEMA MAPPED FLOOD LIMITS EXIST ON THIS SITE PER FlRM r / ~ MAP ~37183C0484 E, DATED 3/3/92.
' DENOTES CLASS 1VRCP . CIASS IV IS SPEgFIED WI1H 8' MIN. COVER TO SUBGRADE IN UEU OF 24', .ALL CB, GI, AND YI WILL RECEIVE WIRE MESH AND GRAVEL INLET PROTECTION. TOWN OF CAR Y 1 ~ / L ADJUST AND RESET 'o / ~ THE RECEIVING WATERCOURSE IS LAKE CRABTREE. NO WATER-
DENOTES 15 YEAR STORM EVENT. FIRE S TA TI ON EXISTING CATCH BASIN , SHED PROTECTION MEASURES ARE REQUIRED.
i BRIGHTHORQONSFNNLYSOLUTIONSATCORNERSTOWE 394.42 AND SET JUNCTION BOX TO ~ MATCH PROP05ED PARKING ~ + / THE PERSON RESPONSIBLE FOR CONSTRUCTI N I•
ZONED PEC FES ? EI~RGY DISSAPATOR SUMMARY N3N0 DRIVEWAY FINISH GRADE ~ t~+~° 0 S. JONATHAN DOTSON, PROJECT MANAGER
BOOK 4407 PAGE 3)9 STRUCTURE DIMENSIONS CLASS AVG. STONE ? BRIGHT HORIZONS
NUMBER LENGTH WIDTH DEPTH RIP DIAMETER ? ? 12165 BLUEJAY TERRACE ~ ALPHARETTA, GA. 30004
lF~ IEE€Tl (~'1 ~~1 ? ? E%FES1orCB20 f0 12 2.0 1 ? ~Z+p~ [phone]
FES 30 12 14 20 1 ~ ~ ~
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NOTE: ~ ,AIL DISSIPATORS WLl BE LAID ON MIRAFI 140N GEOFABRIC. ~ ~ ~ ,-EX• BOC
CLASS 2 RW RAP SHALL VARY W WEIGIiT FROM 25 TO 250 POUNDS. 13 13+0~ t1 X•..-- CB
AT LEAST 80%OF THE TOTAL WEIGHT SHALL BE W PIECES WEIGHWG , ~ ~ A MINIMUM OF 100 POIWDS EACH NOT MORE THAN 5%OF THE TOTAL ~ ~ .-i ~ ~
WEIGHT OF THE RIP RAP MAY BE W INDIVIDUAL PIECES WEIGHWG ~ ~ ~ JB 10 JB 10
LESS THAN 50 POUh9)S EACH. -'~•i' ~00 CB 12 CLASS 1 PoP RAP SHALL VARY W WEIGIiT FROM 5 T020D POUND& i ~ Y;I~ ~ LIMITS OF DISTURBED \
ATLEAST30910FTHETOTALWEIGHTSWLLLBEWWDIVIDUALPIECES E STIN ~ AREA = 1.50Ac. NOTES
WEIGHWG A MINIMUM OF 60 POIWDS EACH. NOT MORE THAN 10%OF ~ . ~ A _ , 0 _ _ , THE TOTAL WEIGHT MAY BE W PIECES WEIGHING LESS THAN i i f ~ 0 ~9 1. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF CARY
E _ N _ , 15 POLWDS EACH. i.- . i' 15+~ 0 K ~ ~i AL., ~ rN ' SIDEW,- 1.93 ''t, ! STANDARD SPECIFICATIONS AND DETAILS.
•THE iaYR PRT:DEVELOPhIENf f 4, i i I ~ 5 ~ 3 RUNOF IS 8 CFS (t}~ 35 x 7.22 iNhrx 1.91 apes) ~ N NG •1HE 1aYR POSTDEVELOPMENT RUNOFF IS 9.6 CFS (q=O.T x 1.22 inh [ 1.91 ease). ARY GRA ANCE i'- ' X 5TH ' / - . ~ ~ ~
15 s. CONSSRUC y. ' _ ~ ~i , , 2. TH PR ~ , i 10 TYPE B BU R E OJECT MAY REQUIRE APRE-CONSTRUCTION CONFERENCE BEFORE THE GRADING ~ ~ , td PERMIT IS ISSUED.
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f`, - 10' TYP RELOCATE EX. - HYDRANT N 19 M - ~ , - i i o ~ 3. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL AFTER ALL SITE WORK IS
. ATER !V - S _ 1 i ~ COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE ISSUANCE OF THE CERTIFICATE ~ ! o OF OCCUPANCY (CO} IS SCHEDULED. THE FENCING SHALL BE REMOVED PRIOR TO THE
- EX 2- W - y!r~ ~ ' BRIGHT HORIZ S FAMILY TI AT -G" _ - ~t ON SOLO ONS CORNERSTONE ~ 6" B-B ~ ti ~ f i, , ~ ~ ~ FINAL SITE INSPECTION FOR THE CO. B-B ~ m
SEDIMENT DEVICE SUMMARY 3131A10 ~ ° - , . Y-- ~ ~ N _ CONCRETE PLUM NCRETE FLUM ~ i ~ ADJUST ANq RESET 4. UTILITY EQUIPMENT AND FACILITIES ASSOCIATED WITH ON-SITE ELECTRI A
~ ' ~ i ~ s CK - Fi_UME COVE E SEE DET SHT 5 STR DENUDED DRAIN. FLOW BASIN DIMENSIONS PROP. RE4'~" WEIR ~ ` ~ G SERA =TAI ? C, C BLE, TELEPHONE, DET SHT 5 . ~ EXISTING M HOLE GAS, OR OTHER SIMILAR UTILITY SHALL BE FULLY SCREENED WITH EVERGREEN PLANTINGS ( )
4~ - ~ y ; BijjIAIN MENT ~ D,. L SH IR AREA AREA 010 DEPTH LENGTH WID1H VOL. VOL LENGTH ~ ~ _ " _ - 30 ~ Q A~ AND RIM TO MATCH FROM THE VIEW OF STREETS AND ADJOINING PROPERTY. PLANTINGS SHALL ALLOW FOR A r `PROPOSED I#ARKI ~ M I '
~ ~ pGE CURB~~' $IDEW BACK ~ IN MUM 5 CLEARANCE AROUND THE STRUCTURE TO ALLOW FOR ACCESS. ADDITIONALLY, ON - i ~ ~ ,LOT FNISH ~R ANY SIDE OF THE STRUCTURE HAVING A DOOR OR LOCK THE PLANTINGS SHAL A
FB10 1,1 i.i 2.8 4 32 18 2048 1980 10 ~ - / _ ` ~ A 10' L LLOW FOR CLEARANCE. THE AMOUNT OF CLEARANCE SHALL ACCOUNT FOR THE SIZE OF THE - ; i
, FB20 0,4 0.4 1.0 4 20 10 800 720 i ` ~ 10 ~ ~ . FB30 O.T 0.7 5.0 4 28 13 1350 1280 10 ~ ~ t 0 ~ i 1 i f' PLANT MATERIAL AT MATURITY,
! } 6 i ~ 5. UTILITY EQUIPMENT ANO FACILITIES ASSOCIATED WITH ON-SITE ELECTRIC, CABLE, TELEPHONE,
NOTES. B 3~ to ~ ' ~ N , ~ ' GAS, OR OTHER SIMILAR UTILITY SHALL BE FULLY SCREENED (WITH EVERGREEN PLANTINGS
•110 7.22 INMR ~ Z • - 0.35 •=1 p • ~ j ) FROM THE VIEW OF STREETS AND ADJOINING PROPERTY. PLANTINGS SHALL ALLOW FOR A 1': i N r F
\ ~ ~ o ~ MINIMUM 5' CLEARANCE AROUND THE STRUCTURE TO ALLOW FOR ACCESS, ADDITIONALLY, ON D ' A ~ r
•VOLUMES SHOWN ARE FOR SEDIMENT STORAGE TONE. FLOOD STORAGE ZONE IS ONEFOOTABOVESEDIMENTSTORAGEZONE. SEE DETAIL No. rte! v 6'x6 CONC. PAD F m Z H ARTLAND CARP 6, CUT AND FILL SLOPES WILL B , y t t f E STABILIZED WITHIN 15 DAYS OF ANY PHASE OF GRADING.
.~1 ~a ,tiU11LITY TRANSFORMER ~ CONTf~LINSPECTORCANREQUIREADDTDONALEROSION ~ ~ XFMR AND METERING m AX MAP 515-5
CONTROL MEASURES AS NECESSARY. Z CO SEE SHE T E.04 7. STREETS IN FRONT OF THIS PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH ~ ZONED P C ! E STATION WILL BE REQUIRED. ! ~ ~ r /
•fB IS HLTER BASW, F -RCOISROCKCHECKDAM, gip. FE 30 OR RIS . , --m ~ ~ VACA NT
•FBB IS FILTER BERM BASIN. ~ CORNERSTONE APARTMENTS ~ 50O~GALLON GREASE 1° - i ~ ~ 8. TREE PROTECTION FENCING WILL BE INSTALLED AND INSPECTED BEFORE A GRADING PERMIT Z r BO 4185 PAGE 377 Is i
~B IS RISER BARREL SED91ENf BASW. ~ IN YCS7'ORS ~ -.CO NTERCfPT R BY STAY-RIGHT` ~ ~ ; SSUED. _ ~
" SI:W~R P EC~ST OR QUAL ZONED R F- ERV1CE ~ ~ _ Hum - M 12 CU ~ SEE NOTE 10) J - "°G~B 21 l 2a. 9. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF BUFFERS AND FAQ ~ SIREETSCAPES, THE CONTRACTOR SHALL CUT A TWO FOOT TRENCH ALONG TH I
9 f~Rff~'QSED _ NRB ON 1• ~ BOOK 6689 PAG 1 ~ ~ ~ ~ - - _ ~ E 82 ~ . f ~ E L MITS OF - ~ I DISTURBANCE SO AS TO CUT, RATHER THAN TEAR, ROOTS. DIVERSION BERMS NOT I
o ~ \ - - _ - ( DTCHES) ~ ~ > ~ INSTALL JB 20 f0 M 1'CH LED AIIJACERT-TQIVR~A$ ~rvCiWN.
NO DISTURBANCE ALLOWED , , - - - - ~ \ FFf_~L - 388.E ~ _ _ _ x -X- _ _ ~ EXISTING STORM IN T. _ ~ I REMOVE AND REPLA EXISTING 10. ONLY KITCHEN FACILITIES WILL BE PLU
- _ FB 30 STORM AS REQUIRED. ADJUST MBED THROUGH GREASE INTERCEPTOR AND THEN AREA SHOULD BE COVERED TO PROHIBIT STORMWATER FROM ENTERING.
~ - 3•~0 NRB ZONE 2 - EX. 4" SEWER ~ i RIM TO MATCH EXISTI G GRADE. i
GRADING AND TEMPORARY EROSION SERVICE & C.O. _ _ _ ~ I 11. THE PROPOSED GRADING PLAN UTILIZES RETAINING WALLS. ALL RETAINING WALLS SHA LL BE STRUCTURALLY ENGINEERED BY CONTRACTOR. RETAINING WALL FINISH TO BE APPROVED BY
CONTROL MEASUR N Y ~ r, - - ARCHITECT. SUBMIT SHOP DRAWINGS PREPARED BY PROFESSIONAL ENGINEER FOR ALL RETAINING
ES 0 L iV ~ ~ B ~ ( sLOPE WALLS. ~ MAX ~ DUMPSTER PAD do EEN
~ ~ .y. ~ ~ o (SEE DETAIL SHEET ~ - ! 12. THE PROPOSED GRADING PLAN UTILIZED AND RELIED ON THE RECOMMENDATIONS AND
TREE PROTECTION NOTE / ~ ~z~_ TAINING , SPECIFICATIONS PROVIDED IN THE GEOTECHNICAL REPORT BY OTHERS. IT I S ASSUMED THAT THE
/ FOR TYPE B BUFFERS / ; ~ - WALL r ~ , OWNER AND/OR CONTRACTOR WILL PROVIDE QA/QC INSPECTION AND TESTING TO CERTIFY EARTHWORK IS COMPLETED IN ACCORDANCE WITH THE
J~o NOT APPLICABLE ALONG NRB • • ' J • ~i GEOTECHNICAL REPORT AND SPECIFICATIONS. / i~ J
''x'~`~'•~'' 13. EROSION CONTR OL PLAN IS DESIGNED ,TO CONTROL EROSION IMMEDIATELY FOLLOWING CLEARING
ALL EXISTING VEGETATION THAT IS TO BE PRESERVED, INCLUDING BUFFERS, SHALL BE ~ ti ; . ~ STOCK~I~ AND GRUBBING. CONT TOCK ,'~'~,'1-,^~ ~ ° RACTOR SHALL: ,STAGE CONSTRUCTION T P / 0 REVENT INCREASING ' ,i , j DRAINAGE AREAS TO FILTER BASINS: OR 2) INSTALL ADDITIONAL MEASURES AS NEEDED.
FENCED WITH A STURDY AND VISIBLE FENCE BEFORE GRADING BEGINS. FENCING OF / THESE AREAS ADJACENT TO EXISTING AND PROPOSED ROADWAYS IS ALSO REQUIRED. / t ~ \ ~ ~;r~ ~ J o; ~ ~ KEYSTONE OR E U ,
THE TREE PROTECTION FENCE SHOULD BE LOCATED AS FAR AS PRACTICAL FROM THE o , , , , ; . , , , . , \ ~ . • / x ` i 1 RETAINING WALL . . ~ ,,.,;M @ ~ j ~
.w. TREES AND VEGETATION. FOR TREE PROTECTION AREAS, SPEGMEN TREES AND / N N ~ . od. . ~ ~H SIGNIFICANT VEGETATION, THE FENCE SHALL BE LOCATED A MINIMUM OF ONE FOOT / ~ i \ " ~ i ~ (SEE NOTE 11 } ' -4i
HORIZONTAL FROM THE TREE TRUNK F ACH N IN H IN / ~ c ~ ORE 0 E C TREE TRUNK DIAMEIER(THE , kiS '
FENCE SHOULD E A F TH • ~ ~ T/ B LOC TED UR ER FROM THE TRUNK UNE IF SITE CONDIliONS i.. - N 3 i
PERMIT). GENERALLY, FOR TREES TEN INCH OR LESS (DBH), THE FENCE MUST BE AT • , ; ; ; ; ; ; ; ; , , ; , ; ' ' ~ ` ~ S . \qy- i ~ ' ~ FB 1 i i
1 SF ~ z LEAST 10 FROM THE BASE OF THE TREE. FOR TREES GREATER THAN TEN INCHES, THE NG'.........~":~`: 'ti FENCE MUST BE A MINIMUM OF 10 PLUS 1 FOR EVERY INCH IN DIAMETER ABOVE 10", ~ ; ::...~..+f~(E7k.: \ " ~ ly~~ _ "C C _ i I
/ ' r J~ r_ ~ 1, Obtain grading permit.
} ~ ~ \ ~ , V ~ - I 1 2. Install fil ~ ter bases, silt fences, diversions and
w . ~ ; y I', 'i gravel construction entrances as shown on the plan.
~ rs \ I ~ I 3. Obtain certificate of coin fiance throu on-site
ENGLE HOMES • • ~ r \ ~I ins tion b Town Erosion Co ~ • i / ~ ~ peC y ntrol Engineer.
NOTH CAROLINA, INC. ~a~:: 1 4. Proceed with .tom . ~t.~ ° - -l ~ \ grading, uistall storm sewer and prornde
LOT 11 R-12 CU o ~ ~ ~ w , H... ~ t \ inlet protection as shown. y
z BOOK 7217 PA 4 s9 ~ X.;: GE 67 ~s . ~ ~ 5. Clean sediment basins when half full.
~ 9?J z W : W : . . * ~ ~ \ 6. Seed and mulch denuded area within 15 da s after Y
J w finished grades are established. \ 7. Maintain soil erosion
z W : \ ~ control measures until permanent \ ground cover is established.
a 19 ; ENGLE HOMES o~ E•XYSTING . . ~ ~ /S OCR 8, R . . wEnayo:: _ ~ equest final approval by Town Erosion Control Engineer.
NOTH CAROLINA, INC. 9. Remove soil erosion control measures and stabilize ~ is h7
LOT 10, R-12 CU these areas.
w OK BO 6381 PAGE 252 ` H _ _
.ENGLE HOMES 0 OMES
o , ° NOTH" •CAROLINA INC 1LINA INC. ~
N LOT 9, R-12 CU Q
• BOOK 6381 PAGE 25 PAGE 252 ~ ~ ~ FILTER BASIN, CS 4,03
° ~ ~'.1~nnurnr TEMPORARY DIVERSION, CS 4.09
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0 30 0 30 60 , "ti,~ -X- SILT FENCE, CS 4.01 ~ ~SS/~ 9 ' .......................................................:.:..w..:. TREE PROTECTION FENCE
a m - sEA~ \ z ~ INLET PROTECTION, CS 4.13
SCALE: 1 " = 30'
r ...:............:::o ~ RIP RAP CHANNEL/DISSIPATOR
m • ~ ~ 1NE FI C LTER BERM BASIN
3 D• 0 PARR
N h, r TEMPORARY CONSTRUCTION ENTRANCE, CS 4.07
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i o Revisions
° No. Description Date B C cl) Withers & Ravenel W&R 1" = 30' 20014 SHT2
1 R VISED PER T .C. 1 REVIEW O A Fngineei'ing and 51u'v~eying, Inc. RLVISED PER TO.C. 2nd VI 3 A TIONS GRADING ST RM DRAINAGE EROSION Designer Scale CAD File Drawn By Date Sheet No.
0 =CONSULT.M E.OMME:M 111 MACKENAN DRIVE, Cary NC 27511 Phone: [phone] Fax: [phone] BID SET 7 7 00 DOU
Y @ CORNERSTONE 4 REVISED FOR 2nd BID SET 7/311 00 ATB CONTRO AND UTILITY P N ATB 3/30/00 Checked By Job No.
W&R 20014

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l 2 3 2.5autheastDurham,NC'93
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